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Permit 1041 Little Cypress Key (vault) r ADDRESS `7 / BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP 4 INSULATION FINAL BUILDING 5 h CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH " FINAL MECHANICAL PERMIT # PLUMBING PERMIT # )� 7 NOTES: a CITY OF ATLANTIC BEACH -; 800 SEININOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 DNA! Application Number . . . . . 03-00025662 Date 3/10/03 Property Address . . . . . . 1041 LITTLE CYPRESS KEY Tenant nbr, name . . . . . . INSTALL SPRINKLER SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LYONS, JIM HULIHAN TERRITORY P.O. BOX 331268 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-7938 (904) 285-8505 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 .00 50 .00 . 00 .00 Plan Check Total . 00 .00 . 00 .00 Grand Total 50. 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBIECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Ri TILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Job Address: j e tF L Owner of Property: �,�.,�,,�, � Telephone: 14 3 V Plumbing Contractor: Contractor's Address: �1 d 331 WT' Telephone: to L� a4 .`)— b Fax: a7 State License Number: How many of the following fixtures (re-piped or new): Sinks Showers Water Lavatory Water Heaters Hose Bib Bathtubs Dishwashers Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe(List fixtures being re-piped) Total Fixtures: x $7.00 + $35.00 = (Minimum Permit Fee: $35.00) Signature of Contract Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fl.us Revised 1/14/03 Cityy of Atlantic Beach *** CUSTOMER RECEIPT *** Op r: DSMITH Type: OC Drawer: 1 Date: 3/10/03 01 Receipt no: 41670 Df*r%ion 25662 Qty Amount BP BUILDING PERMITS 1 $50.00 Tender detail CK CHECKS 4094 $50.80 Total tendered $50.N Total payment $50.80 Trans date: 3/10/03 Time: 16:01:22 {�- 14 * 811 25 ' 2004 " zr T9 2 �n ►- F- 4 T co T i 1\ (D T12 N Cu I Q Ln E� 441811 - ----O-[A g 8 ---� � PPROVED CITY OF ATLANTIC BEACII BUILDING OFFICE f!0V 0 G 1995 Scale: none x mM=ij jJj 123 1 Tt Clirder co o v�� maw 4 UNUARD19juil mmisrs p m n OCC 2 iP• M ��i umms AY immuree. 11001 Oq w us EEXIT ��pp, ! p� �q�Y yg�y IEFSaCliOM CQTIIOi IO L [aW L/iO MAL tato. V1, K OPS ANYf 00 P 190I70W. Qaa,NIP arta M/tlfww 0 05 am=um=affi0. 0=160 04 FULI�Ni. _ � a R OO CELLPRORLIM TOUW T° W4TCA j CIHi XV UAr 6.C. "PICAL 51411s am EQUhy_H•OIP]MISS lft mapiwim m C�R� _ ...«..t c) ��1yy r nw OPLIF7 itis � am 1WIG8w�gHim pppp � NTaI! -fWONAitak°Ow,111 9�N s 7'SI� s: 1 61 ,11,11yvi N NMI �-embo 1 6 NNlHgO■*saw 6666000 NT0760 --YIBON �r NNIlC�. •51101 aa0/ lUNT1t°0•-at*i4f QQ -A f N61SS4 • ♦86/0/ -25 1 11°. � [far16001 !W2 tt IOa0IE6srA NOYBS d• x1OW -,i0� 1i0 � N FO- ltl0! NOLN10 LWIM DETAIL ARED M WLIFT/MAOER WAILS S m N? �- 20'8' 11 N J C? 76"4 + x 04 Y T .5X9 .5X3 — 4X4 a1 Al0 1.5 5X3 4A r J 41 1.323 1.93 n � a, L 1 y�3 9�99 33 3.5X3 1: 31.6 .5X .50. 1.67t8 a• ' -I _ 7 C:>:) 2 $ 3X 1.5X3 1.50 2 �` L2'8■ i5'44 1.03 2'8' R-12500 ""071 A-7#114 W-308 u -44X) b00 -14W N~ •• Q • .a Awa 01128"m 41411141411110ml9w Itwe9 91004#%WIN 1A11 10/24/95 C l 1. 30.0 PIF in F.! NIMPORTANYffMSOL ISO 19n.polmsoft Aw AMI)s In asmsw §Knsw rq polo � srtf>•r rw yrit ois�a u1e s9�ognwllw4. a A! gtiAsaO.9s w4•+t a 1rr.ON sKs wutr .�� '. 7C �. 7.0 PSf 24 95 Lf) fr.w s s■u nr>w at gwrawerg 9gw ant fx ns. .1s tmgrgaa fraix 9anw9rr gstcltt>< rn- AVg94 1w°now AIt sus w aI■A sr.9.wra titv90 A9r► urwtiewls,uw9 NarAtr H s►«cA*n►tx - UL 20.0 PSI �) a Arsw s a11�f tis 9w99 iwa*awcaM+r out ues r Ps9°OML K uaAW MAN•q4 r9er�9 6YIr 0.0 RAG N N> mm w man am"It LOW"a W60110.t6 wruN t,ova"rLWWs.a+wwt: aanatalsn ? s �l PBF e■ure999a 994 lutirs ft ft 4 tiw r_itOTor Or�af>ww s91s.■4.9ra.Ana.e9 9lwr otasrs--,Kc TAse v T T.LD. 47.0 P5F A LEN. 20-C E- "waw ammA Yas■vv"sm I■r 2 W.Ar 4tclurw Avis Umme.euw On/4t/Fm WMA v va w sqr 9gwap Or m nr 4aa�an WPMU Mitt MURL AMMYO A M=►goof n ARS ° 4 UR FAC. 1.33 O O as Aw k■.�Ia 9I anreo.►00 IN,AN*Wt WA. aaur ti wt tAK"Cast `••... ..aA`'� PAC Y� SEE AB�stE Y COQIf1 .10t]: 5-3 0 LOT 123 T 0' Common THIS OW PREPARED FROM COMPUTER INPUT LOAD 6 DIMENSIONS UBMITTED Y TRUSSMFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 450 450 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- WxW UPLIFT WWW I WWx HANGER )FMN H5 455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 -1000# 1 HUS26 + 3315# -15500(16d 1ply) MTS12 -2000#(2 Each) I HHUS48 = + 42990 -1560#(10d 2ply) MTT28B -37860(2 Each) (100)1 HHUS48 = + 51800 -2000#(16d 2ply) MTT288 = -44550(2 Each) (160)I HGUS48 + 66400 -21990000 2ply) 1 CS150 - -1650#(EachPer )ply) I HGUS5 5- +183350 -39450 0000 -26500(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10 '4" 10'41' --� 4X4 0 1 .5X3 1 .5X3 v 7 _ 3X4 (At) 3X4 (A1) 5 3X48, 3X7 20'8" 2 -{ R=1125# W=3'18 R=1125# W=3"8 TAG = T22 SEG: 103935 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF t I MPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR (HESE SPECIFICATIONS. OR ANY BRACING. SEE H[6-91 BY TPI. SEE TNIS DESIGN `` USS S,, TC OL 7•0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF?OCA GALV. STEEL MEETING ASTM WIREIENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL i0 -0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL 8E LATERALLY BRACED WITH PROPER _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 60Ei BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = STATE OF - TOT.L D. 4 7•O PSF OSA LEN. 2 O_"_0 8-O CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI- AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' LORIOF SEAL ON THIS DRAWING APPLIES 10 THE.COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INEEA`' l� r^ f1 • iP IIX I';'i PI AIF INSTI ilI 1F, Nf15 • 1991 NATInNAI IIFSIGN tiPFf IF Tf AlIf1N i(IR Wfl(111 f(1NRI RI if iI(1N ��''I�,,,,,��`� SPACTNG 24.0 TYFIF l "ml fob: 5- 2 3 LOT 1 T G 26*0 TRAY GABLE THIS DWG. PR PARED FROM COMPUTER INPUT LOADS 0 MENSIONS SU MITTEO Y TR MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP #2 N UPLIFT (L8): 320 460 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.33 25.71 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/36G LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE Of THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ---------------------------------------"---------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity l-)-Uplift SHIM ALL SUPPORTS TO SOLID BEARING. --------------------------------------------------------------- MMM UPLIFT MWM I WWW HANGER MWW H5 4550(Jacks Only) I HUS26 = + 27510 -1286#(10d 1ply) MTS12 = -10000 1 HUS26 + 3315# -15500(164 iply) MTS12 = -20000(2 Each) I HHUS48 = + 42990 -1660#(100 2ply) MTT288 = -37860(2 Each) MOO HMS48 + 5180# -2000#060 2ply) MTT288 = -44550(2 Each) 060)1 HGUS48 = + 66400 -21990(100 2ply) MST60 - -4688#(Per 2ply) ( HGUS48 = + 8000# -2650#(16d 2p1y,) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#1160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 13' 10"4 =}- 12' 1"12 J 4X4 1.5X3 1.5X3 1 .5X3 1.5X3 1.5X3 v 15X3 15 3X43X5 7 p OD 1 .5X3 1 .5X3 1.5X3 1.5X3 1.5X3 5 3X4 (01) 9' 3X4 (D 1) 1.5X3 --e 4 1 .5X38' ] . X3 1.5X3 1. X35X41 . X 3X 1 . X _I 207"8 � 5,4„8 _I 2X (D 1) 1.5X3 1.5X3 1 .5X3 1 .5X31 51XRX3 1.5X3 1.5X3 _J 1 .5X3X3 1.5X3 R=949# W=3"8 ] '�X R=13261#•W3"8 1.5X3 R=169# W=3"8 1 .5X3 1.5X3 3X3 1.5X4 SEG: 103938 PLT. TYP.-ALP NE DESIGN CRIT=TPI QTY = 1 TOTAL = ] REV. ^17.3s SCALE -0.2500 rL ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING, ERECTION AND Y,j L1111TtTi ^ '\ OEv7A71ON FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. GEE HIB-91 6V TPI. SEE THIS DESIGN .�� f i� TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTBB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF TOT.LO. 47 .0 PSF 0/A LEN. 26—0—0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P P SEAL, ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' `( �D RTO Q `� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE r_-- (�T /+ --TPI • tRUS5 PIATE INSTTTDTE NDS = 1991 NATI NAL ��lyNaS�ECiFICA^TTDN�FOR MfiDD(:ONSTH�i(`TION - _�- SPACING 24;0" TYPF spec fob: 5- LOT T '0 TRAY THIS DWG, PREPARED F OM COMPUTER INPUT (LOADS & DIMENSIONS) BMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 450 440 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 25.71 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO --------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-)-Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- WWW UPLIFT WWM I xxx HANGER WkW A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10001 1 HUS25 - + 3315# -15500(16a 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 - -37861(2 Each) (1001 HHUS48 - + 51800 -20000 16a 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10a 2ply) + MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(1,6d 2ply) CS150 - -1650#(Each) I HGUS5.5- +1133511 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS }-— 13' 10"4 -'� 12' 1"12 -� 4X4 3X4 ( 3X5 7 p DO (A) 3X4 (A 1) 3X4 1'� -TrS 1 . X3 3X4 3X � e 3X3 1 .5X4 20'6"4 --- -1 —5'512 I"FN 26' R=1118# W=3"8 R=1249# W=3"8 R=383# W=3"8 TAG = T5 SEO: 103940 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV. 17.3s SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS, INC- TRUSSES REGUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/24/95 fAIIURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �� - ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG A++6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C I60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = TOT.LD. 47.0 PSF D/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 gIOP P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �,C,Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'�� ` N�1 --TPT • TRUSS PLATE INSTITUTE NDS = 1991 N&TTO,NAIe TH'SIIGN��PFCTFTFAIION FDR MDC FDN�.1m,r��pN ., ,, SPACING ?4.0" f v nF S N•e C 3o b: 5- L T T4 '0 TRA THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 550 540 WEBS 2x4 SP #3 :W5 2x6 SP #1 N: BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ------------------------------------------------------------- BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A (+)-Gravity (-)=Uplift SUITABLE SUPPORT BY ERECTION CONTRACTOR. --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. H5 = -455#(Jacks Only) I HUS26 - + 27510 -12868(fOd (ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 = -1000# 1 HUS26 + 33156 -15500(16d (ply) 14TS12 - -20000l2 Each HHUS48 - + 42990 -1660#00d 2ply) MTT288 = -37860(2 Each) (100)1f HHUS48 + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199#(100 2ply) IT MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -26500(766 2plyl, CS150 - -1650#(Each) I HGUS5.5= +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 13' 10"4 -{� 12 1"12 4X4 K(A) 3X67ao53X4 (A i) 9. 3X4 (A 1) T , �5 1 . X3 3X4 3X 3X8 1 B 3X4 .26' - —( R=i375# W=3"8 R=1375# W=3"8 TAG = T4 SED: 103942 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 3 TOTAL = 3 REV. 17.3s SCALE =0.1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CALM: 10/24/95 TC LL 30.0 PSF REF t *I MPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1 �� TC DL 7.0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - O\\\ ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •O PSF ORWG 0A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRU55 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOT70M CHORD M BC L L 0 O PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT,LD. 4 7.O PSF 0/A LEN. 26-O-O CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (d p1O�, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. OUR.FAC. i .33 IN DILLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE„'.t� r- ' CPAT'TNr; Pi n', cnpr •--TPI - TPIISS Pi eiF iNSTT 11iTF Nf15 1'191. NATI-1>1 n�STfn. r:�.: - - r�•r -�... •'r. Job: 5-3203 LOT 1 T5 26'0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONSI SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) TOP CHORD 2x4 SP 02 N UPLIFT (LB): 1020 1020 BOT CHORD 2x4 SP 02 N BRG.LOC (FTI:: 0.00 25.71 WEBS 2x4 SP #3 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. BEARING BLOCKS: NAIL TYPE: 0.131x3.09-Tails --------------------------------------------------------------- BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 0 0.000' 1 12" 1 (+)-Gravity (-)-Uplift 1 25.708' 1 12" 1 --------------------------------------------------------------- NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. WKK UPLIFT KKK I KKK HANGER KKK BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. H5 = -455#(Jacks Only) I HUS26 = + 27510 -128601100 !ply) MTSt2 - -10000 1 HUS26 - + 33150 -15500(16d !ply) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. MTS12 - -2000012 Each) I HHUS48 = + 42990 -t6600110d 2ply) MTT28B - -3786#12 Each) I10d) HHUS48 + 5180# -20000(16d 2ply) #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. MTT28B = -4455#12 Each) 116M HGUS48 = + 66400 -2t99#()0d 2ply) MST60 - -46880(Per 2ply) I HGUS48 = + 80000 -2650#(16d 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. CS15O 1 -1650#(Each) I HGUS5.5- +11335# -3945#116d 3ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 1 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 26' (— 7' -- 12' 7 4X81.5X3X4 4X8 U) 1.5X3 >1.5X3 7 p l� 3X8 (81) 3X8 (81) 1 5 3X4 3X9 4X4 3X4 4X5 26' —� �N 26' + �7' -1. 12' 7' ON R=2617# W=3"8 -229' -2294 R=26171 W=3"8 TAG = T2 SED: 103932 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = i REV. 30.0 17.3s SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE ExTREME CARE 10/2'x/95 TC LL 30.0 PSF REF t XIMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN _ �TS - TC OL I .0 PSF DATE 10/24/95 FAILURE TO 0UI10 tHE TRUSS IN CONFORMANCE MITM OST08 BY TPI. FOR AOOiTIONAL SPECIAL PERMANENT BRACING RE ` �ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP — BC DL 10•0 PSF DRWG ((',�A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 — BC L L 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD K CONNECTORS PER DRAWINGS 130. 150 G 16OA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T07.10. 47.0 PSF DSA LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 RTO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q ()UR .FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DLSIGN TO THE TRUSS ERECTION CONTRACTOR. ZNEEA �t 3PAC'TNG ';FF ARnVF TvnF h 1 nR -- •� IPI 11x Fi:I P1 AIF INST11111F yN�(15�1�'11 NATT(1N-AI RFSIf.N�l�f(IF I!'A TITIN 1"ftlt WIIII:'1 I'llnl"tlV ir'rINN I job: 5— LOT / _T6 HiD 9 THIS OWG. PREPARED FROM COMPUTER I UT LOA S & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 550 550 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. -------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift ------------------- ---------------------------------------- *Xx UPLIFT WWW i WWW HANGER WWW H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d (ply) MTS12 -10000 I HUS26 + 3315# -1550#(16d 1ply) MTS12 = -20000(2 Each) I HHUS48 = + 42990 -1660000d 2ply) MTT28B -37860(2 Each) (100)l HHUS48 = + 51800 -20000(160 2ply) MTT288 -44550(2 Each) (i6d)I HGUS48 + 66400 -2199#(100 2ply) MST60 = -46880 rer 2ply) I HGUS48 - + 80000 -26500(16d 2pIY) CS150 - -16500 Each) I HGUS5.5- +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS _9' 8' � 9' 4X5 3X4 X5 InT 1.5X3 1 .5X3 n 7 p u� 3X4 (AS) 3X4 (A!) �5 9 3X7 3X4 30 � L r 26 t� N 26' -� R=1375# W=3"8 R=1375# W=3"B TAG.= T10 SED: 103944 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3s SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN �1c 11TC OL 7.0 PSF DATE 10/24/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG M40 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHAH BE LATERALLY BRACED MITH PROPER - TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM C/gRD06 BC LL 0 .0 PSF RAG CONNECTORS PER ORANINGS 130. 150[ 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF - TOT.LD. 47 .0 PSF DSA LEN. 26'0-0 CONFORM W/APPLICABL.E PROVISIONS OF FOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P <ORIO P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' � Q�� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I � A --TPI " TR/1SS PIATF TNST1T11TF� -�NOS�Y1991 NATI(1NAL f1F,S�T(;N SPffTFTf4TTf1N fqJ W09n r0N1� (!rTT0N ��i„� SPaCTNG �Y ,1" TVn� h i nS Job: (5-3203) T T7 HIP It --THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & OIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP §2 N UPLIFT (LB): 540 540 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOPE AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xxx H5 4550(Jacks Only) I HUS26 = + 27510 -12860(100 (ply) MTS12 - -1000§ 1 HUS26 = + 33150 -15500(ISd (ply) MTS12 - -20000(2 Each) I HHUS48 + 42990 -16600(10d 2ply) MTT28B = -37860(2 Each) (10(i)I HHUS48 + 51800 -20000(16d 2ply) MTT28B - -4455§(2 Each) (160)1 HGUS48 = + 66400 -2199§(10d 2ply) 4 MST60 - -4688§(Per 2ply) 1 HGUS48 = + 80000 -26500(16d 2ply) CS150 = -1650§(Each) 1 HGUS5.5- +11335§ -39450116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 11 ' }- 4' 4X5 4X6 T l 1.5X3 1.5X3 7 to 3X4 (A 1) V11 3X4 (A11 _T�r5 9 3(7 3X4 3X4 26' 26' -� R=1375# W=3"8 R=1375# W=3"8 TAG = T11 SED: 103946 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3s SCALE -0.1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF t *IMPGRTANT)t1fSMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS OE SIGN �71� 1, TC DL 7•0 PSF DATE 10/24/95 n FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTaB BY TPI. FDR ADDITIONAL SPECIAL PERNA14ENT BRACING RE `\\\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CdHORG x BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- - STATE OF _ TDT.LD. 47.O PSF OSA LEN. 26-0-0CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI: AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PR0R1PSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF QDUR.Fac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTORINE �\ /.^ w nn ^ � TPT • TRGSS PIATF INSTITII IF NDS 19A1 NAT TnNAI nFSTFN SPll 1F If 4 T 1n1 FPn Nn��. Inr.i ��., �, �� SPM- M� 7n Glx T\'fir h T 1'S Job: 5- T 123 T8 26'0 Common THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 82 N UPLIFT (LB): 540 540 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOPE AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ----------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity (-1-Uplift --------------------------------------------------------------- OWW UPLIFT WWx I WWW HANGER WMW H5 = -455#(JackS Only) I HUS26 - + 2751/ -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33151 -1550#(l6d iply) NTS12 - -20000(2 Each) I HHUS48 - + 4299/ -1660N(IOd 2ply) MTT288 - -3766#(2 Each) (10d)I HHUS48 - + 51800 -2000#(i6d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) AI HGUS48 - + 80001 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 13' �}- 13' - -� 4X4 to ( ti 1.5X3 1.5X3 7 p r` 3X4 (A1) 3X4 (Ai) 5 �9 X4 X4 3X4 26' - - -� �T1T26' T>,� R=1375# W=3"8 R=1375# W=3"8 TAG = T12 SEG: 103948 PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY = i TOTAL = i REV. 17.3s SCALE -0.1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF *I MPOR T A N T)(M SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN e1NE 1TC DL 7 •0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPBC DL 1 0 •0 PSF DRWG AA A6 GR a E%CEPi AS NOTED, APPLY CONNECTORS TO EALH FACE OF LHORO SHALL BE LATERALLY BRACED WITH PROPER - BC LL 0 O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDCONNECTOR$PER DRAWINGS M. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF 0/A LEN. 2G-O-OCONFORM W/APPLICABLE PROVISIONS OF POS G TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS PIN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. DUH.FAC. 1 3 3,: RPArTrir, a4 0" TvnT- rmm� •--TPI • TRHSS PIATF INSTITIITF, Nf)5 = 197± NATTONAI fIF5Ifn1 SPTrTFi�ATIO%F(IP Nnn^ fnN��ni�f'In�i �� ii�.� Job: 5- 0 T T9 '0 HIP 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY_TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT ILB): 1130 1130 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND, 20.80 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED-OR-FULLY OPEN BUILDING. -------- -- -------------------------------------------------- 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity H-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ----------------------------------`---------------`---------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xrx UPLIFT ITx% I xkW HANGER *Mk H5 = -4550(Jacks Only) I HUS26 = + 27510 -1286#00d (ply) MTS12 = -10000 1 HUS26 = + 3315# -15500(16d 1ply) MTS12 = -2000#12 Each) I HHUS48 = + 42990 -16600(10d 2ply) MTT288 -3786#(2 Each) (10d)I HHUS48 = + 51800 -2000#(16d 2ply) MTT28B -44550(2 Each) 116d)I HGUS4B = + 6640# -2199#()Od 2ply) MST60 -4688#(Per 2ply) I HGUS48 + 8000# -26500(16(1 2ply) CSi50 _1650#(Each) --- I HGUS5 5-_411335# _3945 #(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 25' �..�7' -� i i ' -�- 7 4X8 1.5X4 T2 4X8 1 .5X3 "i.5U73X8 (B 1) X8(B i) 4 'El18'7" 3X4 3X5 3X8 3X4 25lift �21 25' 2 R=2515# W=3"B -263# -263# R=2515# W=3"B SED: 103950 PLT. TYP3-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF (�� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND T\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - ��Tt1VS"TTS TC DL 7 .0 PSF DATE 10/24/95 \\\\V\�►VTL\U FAjLURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB 8Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V ,� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A/16 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE CHORD SHALL.BE LATERALLY BRACED WITH PROPER — 5606 — 13C LL 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD k CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSF 0/A LEN, 25-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPTCTEO HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E(1 RIO�' Q�.� IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOfl. F DUR.FAC. 1 .33 INEE ',. RPAf TRIr SFF ARf)VF rvrr h 1 n` -IPI - TM SSS^iI AIF !NST!lit!FA ,^NfIS 1491 NAT[nNAt ;)FS I(iN SPFi'Tr1/'M1i lf'n�101t r11 .t' In: r r Job: 5- T T10 25'0 HIP 9 --THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N :T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB1: 620 620 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.39 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)-Uplift --------------------------------------------------------------- W*W UPLIFT W*W I WWW HANGER ■Ills H5 - -4550(Jacks Only) I HUS26 = + 2751# -1286/(100 1ply) MTS12 - -10000 1 HUS26 + 3315# -15500(164 1ply) MTS12 - -2000#(2 Each) I HHUS48 + 4299# -1660#(10d 2ply) MTT288 = -37861(2 Each) (10d)I HHUS48 = + 5180# -2000# 16d 2ply) MTT28B - -44550(2 Each) (16d)1 HGUS48 = + 6640# -21990(10d 2ply) MS160 - -46880(Per 2ply) I HGUS48 + 8000# _2650#(16d 2ply1) CS150 - -1650#(Each) I HGUS5.5- +113350 3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS g --�►— 7 {f g -- -� 4X5 T2 06 1 1.5X3 1 .5X3 i� 7 to XX _5 3X4 (A S) Vz I 3X4 (A 1) 7 3X4 3X4 #8'7" 3X 25' 2 25 2 -� R=1328# W=3"8 R=1328# W=3"8 TAG = T23 SED: 103952 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL - 2 REV. 17.3s SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF *IMPORTANT*�(SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN X111111 ,T�� TC DL 7.0 PSF DATE 10/24/95 ut FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL W-0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF / RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT .LD. 47 .0 PSF D/A �LLE�N. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO P Q P F JOUR.FAC. 1 . 33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. GESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�' ` "--TPI • TRUSS PLATE INSTITUTE, NOS - 1991 NATTONAI. DESIGN SPFCTFTC'ATION FOR NRIn rRNSIRITTTDN �,��„�� SPACING 24.0 TYPP h T Pq io b: 5- OT T11 25*0 HIP It THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS1 SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 620 620 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.97 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF IBOTTOMI . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. -------------------------"'----------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT OWN I WWW HANGER W*W H5 - -455#(JackS Only) I HUS26 - + 2751# -1286#(10d 'ply) MTS12 - -1000• 1 HUS26 - + 3315# -15500(160 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#110d 2ply) M1128B - -3786#(2 Each) (SO011 HHUS48 = + 5180# -2000#(16d 2ply1 MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8004# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS —3- 4 x 3'4X6 4X5 1.5 1.5X3 m 7 p 3X4 (A 1) 3X4 (All 5X4 3X 25' - - - -� 25' - - - - --�- 2' .� R=1328# W=3"8 R=1328# W=3"8 TAG = T24 SEQ: 103955 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - T1„us .�' TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - \\\\\`/� ALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 0 PSF RG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF E/AELENI�E-O-�Od COLIFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 glop P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. 1 .3 3 IN ONLY, AMI SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �` INEE �PAf TPIG P4 T)^ rvrr fl 1 fl`i TVI-- Tow-111, ATF TNSTI i1,1 F` —Nf)S 1991 NATIf7NAI DFSjrN tin{'rl�if nTinr�inn f + i� Sob: 5-3 3 LOT T12 25'0 Common THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP f2 N UPLIFT (LB): 620 620 WEBS 2x4 SP f3 BRG.LOC (FT): 0.00 24.71 TRUSS DESIGNED FOR 100 MPH WIND. 22.41 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. -_----------------`---`--------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift -------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MMM H5 = -4550(Jacks Only) I HUS26 = + 2751/ -1286/(106 (ply) MT512 = -10001 1 HUS26 = + 3315# -15500(16d Sply) MTS12 = -20000(2 Each) I HHUS48 = + 4299# -16600(10d 2ply) MTT268 = -3786#(2 Each) (106)1 HHUS48 = + 5180f -2000#(16d 2ply) MTT268 = -44551(2 Each) (166)1 HGUS48 - + 6640/ -21990(10d 2ply) MST6046880(Per 2ply) 1 HGUSAB = + 80000 -2650006d 2ply) 4 CS150 �_ -1650 (Each) I HGUS5.5- +113350 -39450(16d 3ply) ------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 12'6" -}- 12'6" 4X4 m .-+ 1.5X3 1.5X3 n ) 7 3X4(A 1) 3X4 (At) 5 3X4 3X4 X4 25' -) 25 -1- 2 -� R=1328# W=3"8 R=1328# W=3"8 22 SEG: 103957 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.3s SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF {�� )(IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND 11111 " I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY /RACING. SEE HIB-91 BY TPI. SEE THIS DESIGN YT'1t wC eT�i� TC DL O PSF DATE 10/24195 n \\U`IVILU\ FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` V - (� \\\\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG ((,� O M+fi GR B EXCEPT AS NOiEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF RA`+ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 47.0 CONNECTORS PER DRAWINGS 130, 150 C /6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. Q7•0 PSF O/A LEN. 25'0`0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91! FOR PROPER t0R1� P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`'1� -iPl - TR1AS Pi ATF INSTITIITE NO5,4199.a9 NATTON,LL DESIGN SPFCIFTr ATIONw FOR W00^agN,TRijCTTGN �� sPArTNG C4.0 TYr'F f nII1fT .Sob: (5-3203) OT t23 J YO ENO JACK THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 801 CHORD 2x4 SP #2 N UPLIFT (LB1: 330 200 240 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LDAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' D.C. ----------------------------------------------------------""-- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT xxx 1 Ilii■ HANGER WON H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860 HOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15500(160 1ply) NTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(IOd 2ply) MTT28B -3786#(2 Each) (100)1 HHUS48 - + 5180# -20000(16d 2ply) MT 2Z 4 #(z h) (16d)I HGUS48 - + 66400 -2199#(1Od 2ply + Mw 6(904 er 'ply) 1 HGUS48- + 80000 -26500(16d 2ply CS150 - -1650#(Each) I HGUS5. - +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 1 Tie- NA A'3 T(p'$HORO. PROVIDE ( 1 T BOTTOM CHORD. In l['1 7 p 2X6(A 0 4"5 9 �2t 7 J R=527# W=3"B R=73# W=1"8 TAG = T25 SED: 103961 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 21 TOTAL 21 REV. 7.3s SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF REF *I MPOR T AN T�(�(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND Io II IA I, DEV1AllON FROM IH15 DESIGN DR THESE SPECIFICATIONS, ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 'i�' ITC DL 7 .0 PSF DATE 10/24/95 ^ FA1lURE TO BUILD THE TRUSS IN CONFORMANCE WI7M OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS ARE MADf OF 206A GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR 4 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0.0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLVW000 SHEATHING. BOTTOM CHUM x BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF = TOT.LO. 47.0 PSF O/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER R P Q'� SEAL ON THIS DRAWING APPLIES 10 IHE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 I� Q OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE REL LEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' F rNEt#', 0^ --TPI tRU55%ATE TNSTTTU TE NO$ = 1991!LA T TONAI. DES TGN SPFf IFmATIf1N FOR wfnn(')NS i9llf liUN 1IITH SPACING �Q lJ- TvnF ��" J+ob: 5- 0 LOT 123 J 5'0 COR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LDA05 OtMENSIONS UBMITTE BY TRU MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BDT CHORD 2x4 SP 12 N UPLIFT (L8): 280 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- W** UPLIFT *** I *** HANGER **x H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) NTS12 - -1000# I HUS26 + 3315/ -1550606d 1ply) MTS12 - -20009(2 Each) I HHUS48 - + 4299# -166011104 2ply) MTT26B = -3786#(2 Eachl (SOdll HHUS48 = + 5180# -2000#(tGd 2ply) MTT288 - -4455#(2 Each) (16(1)1 HGUS48 + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) ` HGUS48 - + 80001 -26500(164 2ply) CS150 - -1650#(Each) ( HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 ISO TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. R=133# W=1' 8 )1'11"4 i� 7 m 2X6 (A 1) 5 9' �–—2' ---�- 5' _I R=446# W=3"B R=44# W=1"8 TAG = T26 SEQ: 103963 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 12 TOTAL = 12 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF (�� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Hie-91 BY TPI. SEE THIS DE516N �TTC DL 7 .0 PSF DATE 10/24/95 (� \\Uv�VL�\-1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �� a '� \\ ALPINE CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 -0 PSF DRWG \\V^ A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY A7IACHEO PLYWOOD SHEATHING, BOTTOM CHORD * BC LL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF -TOT.L O. 47.0 PSF 0/A LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <O pjD�'Q P F ouR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEn'�� .--TPI = TRUSS PIATE LTTTUTF NOS- 1991 NATIONAL DESIGN SPFCTFT(ATTON FDR WMn CONSTRIRiTON ��i��i�� SPAT TNG ?4.0" Tvnr7 1 park Job: (5-3203) LOT 123 J '0 COR JACK THIS DWG. PREPARED F OM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP f2 N UPLIFT (LB): 240 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)=Uplift ------------------- ---------------------------------------- mum UPLIFT WWw I WWW HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) NTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 42990 -16600(100 2ply) MTT28B - -37860(2 Each) (1Od)1 HHUS48 - + 5180# -20000(160 2ply) MTT28B - -4455#(2 Each) (16d)i HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 21ily) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. R=37# W=1"8 1094 to 7 p CU T 2X6 (A S) 4"5 9' 1 R=385# W=3"8 R=13# W=1"8 TAG = T27 SED: 103965 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 12 TOTAL = 12 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME GRE 10/24/95 TC LL 30.0 PSF REF *IMP ORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEF NIB-91 BY TPI. SEE THIS DESIGN J11T�IIe��' TC DL 7.0 PSF DATE 10/24/95 FAILURE TO BUILD FK TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 206A GAILY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, IOP - - BC DL 10•0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 •O PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47 .O PSF 0/A LEN. 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER t0 R110 Q, SEAL ON THIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q DUR.FAC. 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WA7. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'��` IHN`.S�'IATF INSTI1111F, NHS = tR<11 NATION AI DFSif,N".('FfTGIfATIf1N f'f1N WI�I"1 ft1N��HT1.fTINN ��r��l�� SPA(',TN(i ?4 (1" TIFF ark ..TP --.. ._�,�..�..i9gI w.. .._ ... .._ 1 J`o b: (5-3203) LDT 123 J 1.0 CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS j DIMENSIONS SUBMITTED Y TRS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (f 991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FTI: 0.00 1.00 1.00 TRUSS DESIGNED FOR 100 MPH MIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMS . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- WWW UPLIFT Mxx I WWW HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(fOd 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d fply) NTS12 - -2000#(2 Each HHUS48 - + 42990 -1660000d 2ply) MTT28B - -3786#(2 Each (f00)� HHUS48 = + 5180# -20000(160 2ply) MTT28B - -44550(2 Each) (160)1 HGUS48 + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(f6d 2ply) 4 CS150 - -1650# Each) I HGUS5.5- +11335# -39450(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 1 7 p 9'7"4 T 2X6(A 1) 11"5 4"5 9' f 2 � 1 R=508# W=3"8 R=155#--"'W3=I"8 TAG = T28gEO: 103967 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 16 TOTAL 16 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND . T11j DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `11TC DL 7.0 PSF DATE 10/24/95 1(( Tei FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V� a . O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF ORWG B O A446 GR EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY G PLRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED YWOOD SHEATHING, BOTTOM CHORD 5606 W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ T O T.LD. 47 .0 PSF OSA LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R1Q�.: DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR_;;I ^T A !1 --TPI I15PI ATF iN TR5 Sill TF ilN(15 = 19 7 NATT(1N 41. NF Sif,N FPFi IF ft'ATInN Ffltl k(`�^ N'1 r'rN,.; �.�,.� r SPAf7 TrIR 1A n', T v r r -'k Job:A5-3203 LOT L1 7'0 HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUTILOADS 6 DIMENSIONS SUBMITTE Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTINS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 01 Dense UPLIFT (LB): 410 2990 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. *Wx UPLIFT WW* I *W* HANGER x11■ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455/(Jacks Only) I HUS26 + 27510 -1286/(10d 1ply) MTS12 - -10001 I HUS26 = + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS4BB�p��p �gQ0 jS16f6I0'0�p Od 2ply) 123# MTT288 - -37860(2 Each) (10d)I HHUS48Ty� f1860 2DeoI`H6d 2ply) IIn MTT288 - -4455#12 Each) (16d)1 GUS48 - + 66400 -215990(10d 2ply) fT CS150 r -16500(Each)Per ply) i GUSS 5= +183350 -34150(160 3ply) tr ` 12'8' 12 -------------------------------------------------- ------------ ° REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HA GER DETAILS PROVIDE ( 3 116d TOE-NAILS AT TOP CHORD. PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. 13'1`8 1.5X4 u7 in v 4.95 J ( -r- 2X6(A 1) 4"5 g .I._ 3X �---2'9"15 91101. 13 —�4'2"15 5'7"14 — R=571# W=4"15 119# R=301# W=3" TAY = T29 SEG: 103969 PLT . TYP.-ALPINE DESIGN CRIT=TPI OTY - 6 TOTAL = 6 REV. 30.0 17.3s SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC- TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF t *IMPORTANT l�SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �l" c �RiTC OL 7•0 PSF DATE 10/24/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATEO, TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY A17ACHEO RIGID CEILING -- SEE - STATE OF TOT.LD. 47.0 PSF OSA LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER '' L O RtO� Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IN15 DUR.FAc. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INEEa`'�� /� -TPI . TRUSS PI ATE INSTITUTE N0�5��= 19��! NTT ITIRat�DE�SviGN�;pFCIF 1f�T i0N FDA NO�� CONSiRUCTIQN ''YAR/;li��+T�" SPACING SEF A80VF ITYPF jack ,Sob: (5-3203) LOT J '8 END JACK THI DWG. PREPARED FROM COMPUTER INPUT tLOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONVECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB1: 240 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 2.67 2.67 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift ------------------- ---------------------------------------- M** UPLIFT WNW I WWW HANGER WWx H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) NTS12 - -10000 I HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT288 - -37860(2 Each) (10d)1 HHUS48 + 5180# -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(160 2ply) A CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#116d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 l 160 TOE-NAILS AT BOTTOM CHORD. R=16#1 W=1"8 10'6"f5 .T 2X67(1(1) ti 4"5 �9 �2' 1 2,B" R=380# W=3"8 R=12# W=1"B TAG T30 SED: 103971 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - 9 TOTAL 9 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. - TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM IH[S�5[GN OR #MESE SPECIFICAI[ON$, OR ANY /RACING. SEE HIB-91 BY iPj, SEE THIS DESIGN { � TC OL 7.0 PSF DATE 10/24/95 FAILURE TO BUILD TME TRU65 IN CpiOfIMANCE M1TM OSTBB BY TPI. FOR ADOITIDPIAL SPECIAL PERMAtNi BRACING RE v� f �ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OuIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UP&ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ■�6 BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 47 O PSF t1�A LEN. 2-8_0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER �ORIOP P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS �. Q�� DUR.Fac. 1.33 1N ONLY, AND SHALL NOT BE RELIEU UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE3; ww " NPT • TRUSS PI ATF TNSTITIITF, NfIS 1991 NAiTONAI �FSir.N SPFrTFTfATIPN Fol .f q rni T",r'Tr,' '',� `III�I�I`1 SPACING ?4.0" TV!) ark .1D h: (5-3203) LO T J HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 300 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.77 3.77 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 02-08-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. W-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. WWW UPLIFT Wxx I MAW HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751/ -12860(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2p1y) MTT28B - -3786#(2 Each) (10M HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (166)I HGUS46 + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) . CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(164 3ply). -------------------------------------- ------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. - 130# R=6# W=1"8 �= 6'7"3 --� 10'7"3 I 4.95 T 2X6(A 1) �9 �_ —2'9"15 -}- 3'9"4 —� �----- 3'9"4 ----� R=412# W=4"15 R=35# W=3" TAG = T31 SED: 103973 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF t *IMPORTANT')(*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND [FAILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1c �� TC OL 7•0 PSF DATE 10/24/95 TO BUILD THE TRUSS IN CONFORMANCE WITH QST6a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG 446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - /+RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 •0 PSF RAG G CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - $TATE Of _ TOT.LD. 47 .0 PSF O�A LEN. 3-9_4 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 pIO�Q Q: F DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO THE. TRUSS ERECTION CONTRACTOR. INEEA`'� TPI - ITM155 PIAIF TNSTITU Tf� NOS >• 1991 NATIONAL OFSTC+N SPFf.iF IfATION FOP WOOD fPN", rrri�rrl� SPACING SEF A80VF ITYnF a Cj CT u N Z � rn CIA O CD V ,1h b: 5- 0 LOT i Ft 12-7-4 Y4 THIS OWG. PREPAREO FROM COMPUTER INPUT (LOADS & OIMENSIONSI SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS 1_/999 LIVE AND L/964.17 TOTAL LOAD. + 2X6 /'3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 �--2 6 —� �- 55"10 — i '8" --} 55"10 {4 (FRX43X3 3X 3X3 3X3 3X5 v v X4 3X —I X'4 1X4 3X3 3X4 9 12'7"4 x2 2X R=693# W=3"8 R=693# W=3"8 TAG = T1 SED: 103888 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 9 TOTAL = 9 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 40.0 PSF REF IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY NUCING. SEE HIB-91 BY TPI. SEE THIS DESIGN �S '11 '� - TC DL 10.0 PSF DATE 10/24/95 ut FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` p/f��ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - B1... DL 5.0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - p TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE DF TOT.LD. 55.0 PSF OSA LEN. 12-7-4 CONFORM W/APPLICABLE PROVISIONS OF HOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �ORTOP Y` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. Q OUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE KT'`- � SPACING 24 0" Tvn S�/4? •--NPT IRIi55 PI ATF INST1 i117F NDS 199! NATIONAL. TIESTfiN SPFf IF If AT FON FOq MOOD CONST HI T.77ON t�l.11, F T { Job: (5-3202) LOT 121 F2 13-7-4,SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 80T CHORD 4x2 SP 2 N EBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/940.19 TOTAL LOAD. + 2X6 113 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. + �- 5' 11" 10 — -� 1 '8" 5' 11" 10 -� ( X4 4 4 3X3 1X4 1X4 3X3 3X3 3X6 T v v ti 9 US 3XX X X X 13'7"4 x2 2X R=748# W=3"B R=74B# W=3"B TAG.= T SEQ: 103890 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY 10 TOTAL = 10 REV. 17.3s SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 40.0 PSF REF 2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND n (�, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 91N ' " TC DL 10•0 PSF DATE 10/24/95 FAILURE TOBUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - ALPINE CONNECTORS ARE MADE OF 2OGA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 5•0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LD. 55.O PSF 0/A LEN. 13-7-4 COFfORM M/APPLICABLE PROVIS10N5 OF NOS C TPIAN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO hk COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISPOUR.F AC. 1 .00 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � •--lPI TRI iSS Pt ATF INST ITIITF NOS = 1991 NATTONAI OFSSON SPFr TF Ir AT I PN FM' N'1'^ '(t`^.!:l,�r`r nn; �'rrri �r" SPA(.TNf, ?4 0rr Tvr1(- Cjy4P Jab: 5- LOT 121 4 F -4 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTEO BY -TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/936.98 TOTAL LOAD. + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 733.34 LBS. L 2,6, - _I }-- 5' 10" -�- 1 '8" j- f 5101" 4 (AX4 3X3 3X X4 1X4 3X3 3X3 3X6 v v X5 3X3 Rt 3X 3X X 13'4" X2 2X R=733# W=3"8 R=733# W=3" TAG = T3 SED: 10382 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0. 000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 40 .0 PSF REF (�2 XIMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � C/ �T�� TC DL 10 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` 0\\\\\vALPINE CONNECTORS ARE MADE OFF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 5.0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED- APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER im_ - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606* BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE PER INEEP`' - STATE OF _ TOT.LD. 55.0 PSF D�A LEN. 13-4-0 CONFORM M/APDL[CABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PR ,.IS <ORT0p P: SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF S ' F Q OUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �.� A 47 --iPl TRUSS RdTF INST11UTF NNS - 1991 NATTNN dL NFSICN SPFrTF If dT1Nr cNN ri r.-. ^,y-rn r rnn� i'''T,'r i�i.�iT SPAT Trlr, ?•T n" T,,—r q\/ ,tub: 5- OT " KNE ALL 16" DEPTH THIS DWG. PREPARE FR M COMPUTER INPUT LOADS & DIMENSIONS) MITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE 7X4 EXCEPT AS NOTED. m N to m m ^ m m N T 2 ^ X v v �10' 8 — 2 2 2X R=110 plf W=B' TAG = T4 SEO: 17702 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY i TOTAL = i REV. 17.2m SCALE =0.5000 t ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 40.0 PSF REF *IMPORTANT**SHALL NOTOERESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND OEVIATION FRS IRIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN . TC DL 10.0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CDNFORMANCE WITH QSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vusa '� f�ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC OL 5•0 PSF ORWG MA6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LO. 55.0 PSF OSA LEN. B-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER EO RIDS P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' Q � OUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ` - TP - TRUSS PI ATE INSTITUTE NOS • 1991 NATTQNAIDESIGN SPECIFICA�1Of�=OR,W�OOD(.�NSTrPLICILON ��I�iI^��1 �— SPACING 24.0" rYnF sY42gab l ------------------- CITY OF ATLANTIC BEACH 800 SE UNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 JJi)J` Application Number . . . . 06-00034442 Date 12/14/06 Property Address . . . . . . 1693 LINKSIDE CT Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc SPA CIRCUIT ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BRIGGS ADVANCED WIRING SERVICES INC. 2800 ALMEDA STREET ATLANTIC BEACH FL 32233 (AS OF 01/01/05) JACKSONVILLE FL 32209 (904) 744-4446 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/12/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total .00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THIN FLORIDA , BUILDING CODES. �S CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: a-4-O Property Address: � �cq ',) L, n e- Owner: Telephone #: ` 76Z-555F Contractor: W;.,' --Wlc Telephone Contractor Address: agOc) Q(Me-dCC S re c_.-+ Fax#: q0,9�olag In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is I ❑ New lik' Residence ❑ Temp. ❑ New being done on this building Or site,list the building f Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. Repair Conductor Size: AMPS: COPPER ALUMINUM Pq Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS DO PH C W VOLT p2 VU WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT -Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous S rc uz, 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us v rxt IU:49 FAX 904 733 7733 \!i FL 1_LASSIC - U01 MAP SHOWING BOUNDARY SURVEY OF LOT 121 ._„ BLOCK --- AS SHOWN ON MAP OF S4.7 V-4 z4hre5 trA117* rl-IR67ie AS RECORDED IN PLAT BOOK ` _ PAGES 4.60,6 or THE CURRENT PUBYC RECORDS OF DUVAL CO., FLA FOR: S/A �R•a .�©�C/s frVP�f�ni�7rS�5y NOTE: BEARIN-:;S SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NC/:E .-;,4;;;:// i_t�lZ<' .�«c�V:.zTiCK� /-14.`J.^ CA,"�E°L? O.V .yAJ',•r.':/�:JL v„�-�7c=E`:i! tiE.�'T:: aG OrI�",:'ii�� p �?7' <f �7tir, ;;�fv�v's;a;•� z�oU rh • Building Bui g d Zoning lb V ,/ to ! , ,�b •yv O: 4 V P � 154 CA u j(�k q pa, c 4j W~ r"L- !c+, S,4 w s 3.1 � j 36"3�'S3",•.4,15.53 R. ac/, ✓� /- FIN �4b-q YY L�- /T- SIC+ ti�'Y'- c •,r? A.��AnV :tom,:NY MGiT 3[Y. 2 CAINf�S GPs Nc sL/. SrA�lEOc/7' L7�r/ELd/iVG /£,1-�3� 95 ,✓a:�_ rcuti� ,aH� fva.vs _ _ - _ 1 HEREBY CG=RTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS-T"'- ID TECHNICAL STAvgARDS FOR LAND SURV9YOAS IN ACCORDANrF WITH CHAPTER 61G17AA if o1�► (PURSUANT TO SECT10N 472.027,FLORIDA STATUTES).AND FURTHER CERvr" Dale 7 pane .,ws,r. MF-NTS UPON THE SUBJECT PROPEk1V EXCEPT .AS 5WOW&'"" 7,717 l ' rt ND�e Fro�1 ;.. ,1'1- ca ,rw cLQ E QP.-,Mr1FICATE: SHE Lr-IT SHOWN HEREON 1S IN F post-1t`FIX fc-roM uPIE i ZONE .,,_ AS SHOWNON THE FI-000M$LkANCE Go. MAP, COMMUNITY PANEL Nc` 120075 Br7 % L7ATED 4- TO , p)�pRe Ii Go.1Df;:P1 SURVEYFD �'�/%y/� �9 19 `•3 F'11nn�'It" Gti� F�Ax t; — _.WvATvoc rk n• ` P'GMT(W TANotfrcv /Y ' F. C. P*fW OF Ileo ASIF CUW t g SCALE: / 4' •c.c ronrt of COWPOA wv cvoti 46.550,AU 4FIELD BOOK 537 PG. -70 7'-7 .^Rfi^'F+M?FeA++10+':ry^mrs.r`R`^"..nT+/�.'F' 'w+r9•'.!l*E.,T..mvrw..gwdal�rq:.,wrrr+?v av'eY+tR.'!".Rfe+ m'C4�'+a•' i^m- +na+�nrR''.3c'Ren—ti Tatt trate of Mrruvanru THU of Atlantic +ieac4 — Nloribn Department of +Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Townhouse Residence Bldg. Permit No. 11006 Group W.frame Type Construction tnhseFire District Atlantic Beach Owner of Building Shaf f er & Sonsaddress 8081 Phillips Highway#14 jacksorl e, Bui 'ng Address1041 Litfiisle C ressK�o�ality Atlantic Beach, FL 32233 By. DON C. FORD c Building Official) Date: . l POST IN A CONSPICUOUS PLACE a� a CITY OF 4&44d4C AW04 0;& Office of Building Official REQUEST FOR INSPECTION 9t - . I Date Permit No. Time Received PM. i Job Addre Locality ` Owner's Nam Contractor UILDING. CO CRETE ELECTRICAL PWBIND MECHANICAL min Footing ❑ Rough Wiring ❑ Rough Air Cond.& ❑ 14 Re Roofing Slab rn Temp Pole ❑ Top Out Heating Insulation Lintel Cr Final ❑ Sewer _ Fire Place Pre Fab REAMEOR INSPECTION T� Man. Tues. Wed. Thurs. PM. Inspection Made Inspector_ !- .,_ ...__..___......_ � --� Certificate of Occupancy❑ ' Date e CITY OF . r�a.ctr.'c �►eac& - '�Cer�tida 600 SEAMOLE ROAD -- ��_____ .----------- ATLANTIC REACH,FLORIDA 32233-5"5 TELEPHONE(M)217-SM FAX("4)WSW NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is. no longer needed: Permit Number Address ez" r Sincerely, Building Department CITY OF pA D - t K Office of Building Official FFAi996�1 REQUEST FOR INSPECTIVINy ofcdh-; Date ' l 1 (0 Permit No. Time A.M. Received P.M.. _l �Job1_�TC��ddress 22 �x7 Locality C r^� NNavmers -7 Name Contractor <' A� FEEe BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing -" Footing ❑ Rough Wiring D Rough D Air Cond.$ El Re Rooting Slab O Temp Pole O Top Out C Heating Insulation r Lintel ❑ Final ❑ Sewer D Fire Place ❑ PrWAe-E 0—P ,4/J�REf& INSPECTIO Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. _ A.M. Inspection Made &L P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ,r+ /CITY OF rf s td A Office of Building Official REQUEST FOR INSPECTION )ate_ ,, '� f�` � Permit No. O� 'ime A.M. ?eceived P -_-- Job Addr -- Loc ' )Wner's ,lame Contractor 3UILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL Taming Footing Rough Wiring - Rough Fi Air Cond. & C] le Roofing 1 " Slab Temp Pole ^: Top Out - Heating sufation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Ion. Tues. Wed. Thurs. Friday fHF' A.M. ispection Made _ P.M. spcctor Final Inspection l Certificate of Occupancy F!, Date — —----------- CITY OF J j - P/0 4&404-c BeacA-1&ui� �� c�7 .� Office of Building Official REQUEST FOR INSPECTION t ' Date Permit No. � Time `7�f A.M. Received P Job Address L a ty LOwner's Contractor NG GDN E E ECTRIG UMBING ECHANICAL Footing 0 Rough Wiring D Rough C? Cond.& l Re Roofing Slab 0 Temp Pole O Top Out 0 Hea Insulation G Lintel I7 Final 0 Sewer D Fire Place E Pre Fab REAred. NSPECTION M. Mon. Tues. Thurs. Friday ` *"ry J 1. A.M. Inspection Made s�`"� ( ! P.M. R Pam Certificate of ccupan y Q [late DATE: PRS:-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: //,2_'� v 1 �70 4F G" 'a� &V C/�3W__ _/�`�`/ - --- --------- ------------------ -------------- ----- ------------ ------ ------------------------------------------------- --------------------------- --------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILD NG INSPECTION DIVISION cc:FILE of pfficta�1�N f it ( 7 („ r # 4f;1CC' of Fpj�11Ns� /. d Permit No. f- �ate IF GH�N1C /�_� j �ob Address f Contractos p�llfvM1B�_ Att Cond' ".`.,,,. . 1 i{1G h Heating ou9 � F1re Place ` >ner's — �� Hou��Viring CaP Out pre Fab dame co Pole $ewer A M ?emf� Foab Final \ ----NFtidaY `�� Slab '- 3e Hooirng �. t_intet R�ApY FOR huts nsu(ation vNed. pM' ection�:' Tues. ton. CerCrticate of Occup �spection Madepa ro fid, te e TRANSMITTAL DOCUMENT FOR JEA DATE: - The following permits have passed "rough" inspection: Permit No. Address 67 es3xexxxi�xk�ccxx�Exxlslx� a�asc. Please update your records accordingly. Than , IL ING CLERK CITY OF ATLANTIC BEACH /vcb #DEPARTMENT#3F #TY OF ATLANTIC '�1�H .. P �l T,. 1 ` Ii A''I ISS �., ..r ----�.--.- � C I �t��"fl�R'It� .. . ;, s z. Ada s 24411LI TLt '�P SS 8 - P + : 1lLCNANIAL AART I'C BA�. 'LC3tIBA Class of Work: NEW y{ y({#g y]}y L "OAL, D E ' ' ., PRIMELo N l c can Subd"i�rigib z SZLVA LAKES tim,,ted Value: 44 Improv: o4 fit}.-f Q_ Total �Ftes w, Sa47,6 Axt�axnt d 94704 '2120/15 COAL x�AT AND AIR, In R Yr` " RE k 1MAXIMS FZRSL 7 A1ri� CLAS S2 '' +� ! .44 Add` "PRESS WATER I MPA 'r F` r 14.44 RA1KR P`L RtDA 22 3 IMPACT` ?RE- $4 «Q4 Ph A K'S" ON ------- Olt SAB 5% N ie." RA`�`T1VT AIR COND. CAPITAL IMPROVE. X0.134 A dr RDAD +W iw� � $0.00 L c,6n e: CAC + IVQTES; ' xIQTIE.- AI.L # E' Pt ANC►Ft)OTtNtS MUST�E, pETE ? #EFtRE iQlRi PERMIT VOID SIX MONTHS AFTER�ATts Cath'ISSUE 8'U L iG MATER# ,RUSB#SF#ANS?DEBRIS F136M TH#SWI©RIC MUST NOT BE PLACE©#N PUBLIC SPACE,ANI}MUST CLEAREt3 UFS AN4 HAULEo AWAYBY CCNTRACfiR 4R t�WFNER its ANIC :LIEN �PRO �" 5 IN G_ TWIG' � � ,W ACC4Rt3tNK TO APPRC�I 1� TH WHICH ARE PART OF THIS PEfi ##T AIVCtrSU EST Tfl QF APPt_ICABLE PRC . S LAW. 77 H ATLA NT BEACH tt3t ;13#t! ©EPAM' E #T ` BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, ll, III, and IV. LOCATION Street Address: Yt %f._ �.i3iJd { OF Intersecting Streets: Between SAnd h BUILDING ��l Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaciLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s Heating_ & Air– Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Nam* of J �� M-48 Property Owner lJ Signature of Owner Signature of or Authorized Agent Architecf or Engineer 111111. GENERAL INFORMATION A, Type of hosting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Eoctric THIS BUILDING OR SITE?�� Gas—E3 LP (3 Natural [3 Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT Q Other -- Specify IV. MWHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial 0 fisat ❑ Space ❑ Recessed a antnj New Building —(( /Air CondlKoning: 13R *nfrel ❑ Existing Building Duch System: Maoris Thickness ❑ Replacement of existing system Maximum capacity �L� c;m �iNew installation(No system previously installed) r❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify (`3 Cooling tower: Capacity g•p m. ❑ Fins sprinklers: Number of heads - 13 Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q .Gasoline pumps (number) (Received) Q Taakt (number) Remarks Q L1116 containers (number) Q Unfired pressure vou*1 Permit Approved by Data- C3 a++D 11116110" Q Other — Specify Permit No LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION copaelty ty Number'Units Description Model Number Maztuisseettys�ar (Tons) ASSOW 03 6 HEATING - FURNACES, BOILERS, FIREPLACES CapApproving Number Units Description MoQel Ntunber Mataufactnrer (B=)'=)CT) AA og TANKS now Many Nambd Capacity Type LUIWd Name of Serial Approving and Dbmeosione Contained 3camdacturer No. y ,, /y CITY OF ATLANTIC BEACH, FLORIDA ADPrOv"by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: } � 1 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATJ&%f NgHRpfj*R0 CO. Munson and Bryan Electric Co. ELECTRICAL FIRM: MA REELEUFWAN NAME n2& - 'mo w C 6-2- ,(C WADDRESS: ILMI /Lam ,-. RFD BOX BLDG.SIZE BETWEEN: RES. APT.( ) COMM.( ) PUBLIC ( 1 INDUS.( ) NEW . OLD( ) REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) _SQ. FT. SERVICE: NEW(/ INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE O AMPS ISv COPPER ALUM. ITCH OR BREAKER SU MPS PH 3W t/ OLT JC- RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. 1KVA NO.NEON TRANSF. NO. VA. [MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES > , Qg DEPARTMENT Of BUILDING CITY OP ATLANTIC BEACH r Es t4 � " " . , Acid, r4 s t 104 'LltTLEcYPAzs ' KE' ' miT,ypi:" PLtMNG ATLANTIC, BE, CVLRIDA 32�, �I ;Wk: a1 _ __ L � EGIAL '13)I:SCRIP `t C r Type OCb' IOR �rck, . " + , k��. L ecf ion.' i7timatl� Value: SO .00 Acut :Paid; $67 IT 0 U7 . So RM A >r C IES -F PENATER IMPACT FEE to .00 PLOR,IDA 32213 , SEWER IMPACT rtE l' c 33 MIS E A `ION ":� �. .., RADbN CAB t to,164 tamZINC N " CA;?1TAL IMPROV9. Acl4 Y 9TH STR am ER TAP } . 4J Vlei rpe: R IMPACT FSE Q CONS.T SURCHARGE Int} S�2RlA " BCR. a fCl NATES: NOTICE"--ItE:L CONCRETE E C RMS AND FOO"nNGS MUST BE INSP9 CTEIY BEFORE POURING PERMIT VOID SIX MONTHS AFTF'DATE CSR ISSUE BUiLt iNG MATERIAt,,'RUBBiSH:AN0 DEBRIS FROM THIS WORK MUST'N4T BE PLACED IN PCIBLIC SPACE,ANIS MUST BE CLEAfWD UP AND MALJL.EO AWAY RY EITHER CONTRACTOR OR OWNER ompi OA VIL 40 IMP NTso 1S U ACCORDING TC APPROVED PLANS WHICH ARE PART OF THIS I�EAMIT AMC?suB�ECT Tp REVOCATION FOR r � I f QN"OF AF'PLfOAB1 E 010 610,NS OF LAW, ATLAN IC BEACH IILIIdQ DEPARTMENT , .- e CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : CO q ( L' 44-tc (f y C'r. S S )k c Y / OWNER OF PROPERTY: yte " dw PLUMBING CONTRACTOR �`'` �L c- CONTRACTOR' S ADDRESS: 3 1 7 lY ►�a-K�' �` S� . �-�` II �+ STATE LICENSE NUMBER: F Co S GG TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY t WATER HEATERS BATH TUBS DISHWASHERS 1 URINALS DISPOSALS 3 CLOSETS t WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3. 50 + $15 .00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 ,,nn 1.0 i3/CITY_OF ,4&4*t eacA-' Office of Building Official REOUEST FOR INSPECTION Date ,t= �� -- --- Permit No. TimeM f� A. Received P.M. JobdA dress Locality Owner's Name --- -Contractor A BUILDING �iVCRETi� ELECTRICAL PLUMBING MECHANICAL Framing _ - Rough 'hiring Rough Air Cond. & Re Roofing Slab � Temp Pole = Top Out Heating Insulation Lintel Final Sewer Fire Place C Pre Fab READY FOR INSPECTION A.M. Mon. Lies Wed, Thurs. Friday--PM Ste' 9S� - Inspection Made _______ __ _ (--------- Lsp, tor_.-_ 1-- Fina! Inspection Cerlihcatc of Occupancy f [�s;c t /,� CITY OF . Berri- Office of Building Official REQUEST FOR INSPECTION �/..... j/f 7 I Date�_.�L Permit Pda. . Time f A.M. Received ` ! PM•° Job Address g L afitY Owner's Name Contractor t� _ BUILDING CON RETE ELECTRICAL LUM MECHANICAL Framing Footing 0 Rough Wiring Air Cond.& J Re Roofing ij Slab Ct Temp Pole 5 Top Out Heating Insulation E, Lintel D Final Sewer 0, Fire Place Pre Fab READY POB INSPECTION Mon, Tues. Thurs. Friday A.M. r inspection Made PM• /e�/ Inspector _ Final Inspection q Certificate of Occupancy Li Date _�.�, POP 11006 ©EPARtMENT 0 WILDING 12100 i,4d-N ' TOT t '.CiITY OF LA Ttf:'. A+ .,M40.410 4- t0 alt t 1t PUNIT + NL TIa I +iPOS lA'IIO�' - -p�4r i t�Neer. Add ,es,z.'.�.1. 0 L4E1LITTLE ITTLCYPRXSS --� �, P.*,'ml, '4" e CH PORI ' 32233 ' 2233 Rork: � ATLANTIC BEA 'Constr. Type- WOOD P`Mt DESCRIPTION Lot.,, . I ock SectionPrapcs d Use*, SIXGLZ FAMILY Codes RNP �Subdii6 . LAKES Estimated valuer: $71132 .0o19 $2707 .28 Amount, d 4270,,' 28 O 1/ 7 � i EINOLE PAM ILY I ELLI' NO HSP 15 2 RADON 1,027 :. yyyyy RMA4w `,-,APPLICATION¢ $alnT/ OF $522 .00 yrs Mtl, 1' y}Y 3wwy NATO, 114PACfi PER $57o.Q4' INPAM" FEE 61 S0.00 , e$pt yry,� DON (�g`�,yp,+ '* •Ml * ]�Mwy.(/ 'yyy w ♦w +FMi4i +ww w ws ww ,1iF+"G T Biu i i ame E d P T . I iC CAPITAL, IMPROVE. $32 .� Fid e l .' 8 8 L TP3 EIC STE. 14TAP #gyp{} w � . CROS , "` N CTI CN . 3 Li ' se: CRC # P+e: 1` SRC .R IMPACT PER O.00 -CONST. SURCHAROR .63 SIGEATL,BCH 1 71 lift, At +r NOTICE—ALL CONCRETE FC3FtMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT V©ID'SIX MONTHS AFTE= i SUE B MATERIAL.,RUBBISH AND DEBRIS FROM THIS WORK MUST 1 �"IN PtJ8L1C SPACE,ANfi1 MU C A UP'AND HAULED AWAY BY EITHER QO TRAC ©R UR it RE TtT Ht MP COL' `N TNS ME # N1 ' 'r L. 1N ER woo - 9 I U NG TQ AF'PF QVB©PLANS UVI�tICH ARE PART t F'ThilB PC, A SUBJECT TC31� 7 jW APP !w IQf k y ,;f ATLAN'I`IC* EHMENT : l�4143I€1 r� n TREE REMOVAL APPLICATION SZCTIOK A - APPLICATIONS !LUST BE RECEIVED BY CLOSE OF ByS ,NESS 7VESDAt 6EEORE TIM MEETING! Buil itig and Zon jim - � l r 733-'7393 rr er�y o ams Address . Telephone Location Tree emov /Site Alteration SECTION B - (To be completed by applicants whose property is sonod residential , includes an existing dwelling, and which is not presently owner-occupied) 1 . what changes are proposed to the above specified site? t , what is thYr purpose these propos hanQes? s . p Specify t es posed to removal is follows: Tree Count Bpecios BigotDBH a HOT)----Condition` pal tVN to 9 . Will these trees be relocated on the same property? S . It not. will replacement trees be dented? E. specify proposed replacement trees as follows: Tree Count Species 8ite(089 s HOT) � . I%ttacr, site pian. (Note: All trees proposed for removal rust be marked on site by FSA tape or flagging). 1 0 �1 f Hr's J y� L� Jl PJo . UlU r . Uu LJOUJ f SECTION 8 - (All other Applicants) 1 . Prbperty Zoning : 2 . Submit the tollowtng: sITB PLAY/Tii]te BURrtT iddicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees W/DSN of sit inches or more d) Tree species and sizes ' e) Trees to be removed should be clearly marked 0 Treas to be relocated should be clearly waked q) Location of any proposed replaceawnt trees h) Identity trees of special or unique characteristic i ) Idanity trees within 10 toot of construction areas j) Show location and type at tree protective barriers ki Location of utilities. accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) mann mei ) o) Staging areas for equipment and material storage s , All trees identified tar removal must be marked on site by L!O fiagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23. Articie It Of the Code at Orainanees of Atlantic beads. Y� Owners cure Date TY U Appli nt has complied with all provisions of Chapter 23 and requirements of the Tree Conservation board. T c re Conserv ion Boa Desi ne ate NATE: "Tree Protection for lallders sad Developers" i• available at City Hall or from the Ditisioa of Forestry, $719 Nest beaver Street, Jacksonville, FL 32220. (781+1434) Nv t o CcE R 8 p. �pPZ�P�N`cGic C`pLAN�\NG ��gg5 Nw 1 � e� nCT 20 195 1.4:50 CLARMN r,n? PLOT PLAN OF' LOT 12/ /22 BLOCK - AS SHOWN ON MAP OF ✓eL VA Z A K4C-S - c/n!i T TORE E AS RECORDFD IN PLAT BOOK 44 _. PAGES &0'Cv0 8 OF THE CURRENT PUBLIC RECORDS of D41094 Co, rL A. FOR: "AOOW 10 faN.f NUPE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. e,(15r1A16 .7,E°EE5 sh►OK/AAI THUS:* sA .f 44` „0 F \ti �� • .� � '�$ �,u li�vplgt Lor ao4�rr ,FIA ° I I N f Q 1 2 G M IV \u 12”PIN 6 Ale 74.!a h � s,0s'. S41. O t, Z J prJ1b 1 ? f ,p / SSS 15 ca' . ALM Lu DRIVE m e.� ,a$0v GN y _ 0��N0 EE��ti „FL oppe D" [or 12z DA r E " RTIFICAtl: THE LOT SHOWN WWII 13 IN FLOOD ?nNR ___.�' A!f 511OWN ON ?Nd FLOOD INSIMANCS AA1i « MAP, COMMUM1r PANEL Na 12DD75-000l D Met, 4.11-5D. PAEPAREO BY CLARSON AND ASSOCIXTES,INC. FANO SURVEr►ORS f 542"ALDO AWfOUN ' SCALE: ~' 2O JAC11101f1'ICLI.PLAAIOY sant CITY OF /"),iy ATLANTIC BEACH PERMIT CALCULATION SEET Address 10Y ( AlT& E- /�� - lJHeaDate L 7 - 2J-- Heated ted Square Footage @ $ per sq ft = $ 2,0 Garage/Shed LIV 7- @ $ per sq ft = $ 0 `�� Carport/Porch 30 (a $ per sq ft = Deck U @ $ per sq ft = $ Patio / 2— @ $ :OCA per sq ft = $ o W TOTAL VALUATION : S 1/� 13 2-- Total Valuation 1st $ i T�' 0)0 / / 3 Z. _ _ X K'0 $ � Remaining Value $ per thousand of portion thereof TOTAL BUILDING FEE $ 3`e 6 a + 1/2 Filing Fee (0) Fireplaces @ $15 . 00 $ d BUILDING PERMIT FEE $_ c-�2Z• WATER IMPACT FEE $^ 0-00 SEWER IMPACT FEE $ WATER METER/TAP Is,-- CAPITAL -CAPITAL IMPROVEMENT SEWER TAP $ v (/99, RADON (HRS) .0050 $ 4/. SECTION H PAVING ( } $ HYDRAULIC SHARES $ CROSS CONNECTION $ S •c� (JOX5�) SURCHARGE . 0050 $ q- & OTHER $ GRAND TOTAL DUE $ �� 9 7. 8 ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: .'RCPERT1Y DESCRIPTION CITY OF r SE"MINME ROAD _ ___Block Section ` Lot 0 I'LANTICBEACH.FLORIDA 32233-544 TELEPHONE(904)247-5800 1 ]rjj FAX(904) 247-5805 $ubdivision:__y _ � � ---- { ori � � � • � , .., =. Street flame $ r1 D '1011 OF WORK ` d or Address: If i FLO - HAZ L9 Flood Zone:--------------area complete page 3. Brief Single Family Dwelling Description:........................ Class of Work: (New/Remodel/Addition) New ZONING INFORMATION Type of Construction:_daQ Zramei Zoning ` O Proposed,. District: _Use:_____.. , __f1�11� Estimated Value ----- (.: exceptions or _ _ Materiala: Sprucei Pinez Fur=_S_ Pine Variances Granted: Solid or ------------------------------------------ Filled Ground I_�'jj jgfj______Roaf:_�k11I)g1�S___ OWNER INFORMATION Method of Heating:__EjPQLjl.Q________ Property Ovnert- Shaffer-&-- -------- Sons _ Phones Mailing 733-7300 ------- ---- ------------------ -------------- Address---- --- Jacksonville, Fl----------------------------- Zip 32256 ---- . ---------- -- -- - CONTRACTOR INFORMATION Contractor:__ Shaffer & Sons ------------------------- phone: 733-7300 Mailing - ------ Address I--- Rf1R 1 ;iV•Lim ___Jacksonv_ille�_Fl_____________________________ Zip:_32256__-______ Expiration License Number;- CRC042504 ------------------------------ Date: g_96--- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND K14OW THE SAME TO PE TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES GOVERNING THISTYPEOF WORK, VI LL PC �J1rCOMPLIED WITH. WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO ke ► GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES. �k REGULATIONS, ORDINANCES. OR LAWS IM ANY MANNER, INCLUDING THE GOVERNINO OF CONSTRUCTION OR Tu£ `r7 PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF TfltS PLRMIT IS i• '. y:'•,,,�..� CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REDUIREO. ftp "ie 4 Ovner Signature 2 _ Contractor S n ure_ f CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2 BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (b) r Z WATER CLOSET _WATER CLOSET, TANK OPERATED (4) C- VALVE OPERATED (8) 0 BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) C LAVATORY (1) COMBINATION SINK AND TRAY (3) / WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) '-_ WASH SINK EACH SET OF O FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) +KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET 7DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) v LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS o J (� $20.00 EACH $ s 6 .00 JOB INFORMATION_ /b ql ^ " Department of Community Affairs SN: 7116 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 1592 | BUILDER: SHAFFER AND ADDRESS: LOT 121 1PERMITTIN8 | CLIMATE S � OFFICE: | ZONE: 1 | _ | 2 | _ | 31 _ | OWNER: ! PERMIT NO. | JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft . ) 5. 1592. 00 G. Predominant eave overhang ( ft . ) S. 1 . 33 7. Porch overhang length ( ft . ) 7. 6. 00 ___..... G. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0. 0sqft 228. 00sqft b. Tint , film or solar screen 8b. 0. 0sqft 0. 00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter ) 9a. R= 0. 00 , 140. 50 ft b. Wood, raised (R-value, area ) 9b. R=19. 00 , 16. 00 sqft 10.Net Wall type area and insulation: a. Exterior : 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 1275. 00sqft____ b. Adjacent : 2. Wood frame ( Insulation R-value) 10b-2 R=11 . 00, 182. 00sqft____ 11 . Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a. R=19. 00 , 194. 00sqft____ a. Under attic ( Insulation R-value) 11a. R=30. 00 , 1044. 00sqft____ 12. Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6. 00 , uncond 13. Cooling system 13. Type: Central A/C SEER: 10. 00 14. Heating System: 14. Type: Heat Pump HSPF: 7. 20 15.Hot water system: 15. Type: Electric EF: O. 92 16. Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17. Infiltration practice: 1 , 2 or 3 17. 18. HVAC Credits (CF-Ceiling Fan, CV-Cross vent , 18. HF-Whole house fan, RB-Attic radiant barrier , MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99. 52 a. Total As-Built points 19a. 29230. 59 b. Total Base points 19b. 29373. 01 ........................... ...............................__...................................................................................... ___.........._.....__.................................................................................._..................................................... .....___ ................... ................................. ...........................................................__............. .....__....._..............._......................................................_.............................__ ..................... ........................................... .........._..... I Hereby certify that the plans and | Review of the plans and specifications specifications covered by this calcu- | covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida Ener C | Code. Before construction is completed | this building will be inspected for PREPARED BY: ___ | compliance in accordance with Section DATE: �,°`��__^�� | 553. 908 F. S. | I hereby certify that this building is | in compliance with the Florida Energy ) Code. | | OWNER/AGENT: _ism��_ ��, ___ | BUILDING OFFICIAL DATE: /°.��l ��'- | DATE: �^�� ' ----------*^�- - ~-------------- -----7+f-__+__�_+_________________ ` ** 'INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK =============================================================================== PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ..............._........................___....................................................................____.................... ...................................._.......................................____..................................... __........ ................................ Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ...... ..............._..................................____.........................__.........................................................................................................................................................................................._..................................... ........ ..... Exterior & 606. 1 Maximum of 0. 5 CFM per sq. ft . of door area: solid ' Adjacent Doors core, wood panel , insulated or glass doors only. _....._.................. __ ................................................................................................._ ..................__............................................................................................................._..................... __ _ ______ Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. _........._...................................... ................................. .................. .............................. .................. .............................. ......................._....._................................................_..................................._......................................... _ PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: .................._............................._......................................................... ........_.......... ...................................................................... ...................................................._____....................... ............... ................ ___ Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/ floor joint caulked or sealed. __.................................................... ..._.................................... ..... .................... ................................ ____________........................................................ ..........................._............................................___ Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ........____ ............. ............................................................ .........._.............................................................................................................................. ................................................................................................____.......... __ DuctWork 606. 1 Ductwork in unconditioned space must be sealed. _____........ ........................_............ .................................. ................. ................................__................ _ ........... ____...................................................... ............._..................................... ....................................... Fireplaces 606. 1 Equipped with outside combustion air , doors and flue dampers. ................ ...................._.......................................................................... __............. .....____..............__......... .............____........ _____ ......... .......... ......................._............. Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. .... ..................... ............._.......... ..._........................._................... .................... _.........................................................______ .................................... _................................... __..... Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances. ............................................................... .........._.......... .......................... ................................................ ............. _............._______............................................................... ..............................................._..............____ ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** .............. .............__ ............._................................ ........................................................................__....................___.................................__........................_............................................ .........._________ Water Heaters 612. 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required. .............................._......................................._ ................................____..........______ ........____.............._.........................______...............__ ......................___ ....................... Swimming Pools 612. 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ......................................__.................._........ ........ .............................___.............................. ........................................................................... ........ .........._..............____ .................................................. _ Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSI8. _..........__........................ ........... ........ .................. __....................... ........ ...............___........ ............. ..................... ........ __..............._............................................. ... ....._.......... ............_ ................................_ Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must- be ustbe insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . _...................._______.........__.......... ..................... ................. ....................____.............................._............. ................................................................................................ ........................ ___ HVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. � .......................__..........__.................. ..........__ .............................................................________................................. ............. __...................._....._..............._..............___........... ....._ Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . ____...........................___................................................. _ ..............................___________ ............... _________.........._________..........___..................... ........... SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS _............... ........... .....__ ...... ........ ....._...................................... _.....___________................ .................................................__....................... _......... ................ ..........____........ .......... N 30. 00 65. 8 1974. 0 | DBL CLR N 4. 0 38. 3 . 50 76. 6 | DBL CLR N 4. 0 38. 3 . 69 105.7 | DBL CLR N 11 . 0 38. 3 . 84 354. 8 | DBL CLR N 11 . 0 38. 3 . 84 354. 8 E 84. 00 65. 8 5527. 2 | DBL CLR E 28. 0 79. 7 . 89 1991 . 1 1 DBL CLR E 15. 0 79. 7 . 96 1151 . 3 | DBL CLR E 15. 0 79. 7 . 96 1151 . 3 | DBL CLR E 13. 0 79. 7 . 86 893.8 | DBL CLR E 13. 0 79. 7 . 86 893. 8 S 89. 00 65. 8 5856. 2 | DBL CLR S 40. 0 66. 2 . 86 2283. 2 | DBL CLR S 40. 0 66. 2 . 86 2283. 2 | DBL CLR S 9. 0 66. 2 . 71 421 . 5 W 25. 00 65. 8 1645. 0 | DBL CLR W 15. 0 79. 7 . 96 1151 . 3 | DBL CLR W 10. 0 79. 7 .86 687. 5 _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ . 15 1 , 592. 00 228. 00 1 . 047 15, 002. 40 15, 713. 04 1 13, 800. 07 =============================================================================== NON GLASS------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS ............................... .........._......................... ..................______..........__..... ............._........ __........ _... .......... ..._...................._............. ........ _......... ..........................................._........ ............ __... .... _ WALLS---------------- | Ext 1275. 0 . 9 1147. 5 | Ext Wood Frame 11 . 0 1275. 0 1 . 70 2167. 5 Adj 182. 0 . 7 127. 4 | Adj Wood Frame 11 . 0 182. 0 . 70 127. 4 | DOORS---------------- | Ext 20. 0 6. 1 122. 0 | Ext Insulated 20. 0 4. 10 82. 0 Adj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . 60 28. 8 | CEILINGS------------- | UA 1039. 0 . 6 623. 4 | Under Attic 30. 0 1044. 0 . 60 626. 4 | Under Attic 19. 0 194. 0 1 . 10 213. 4 | FLOORS--------------- | Slb 140. 5 -37. 0 -5198. 5 | Slab-on-Grade . 0 140. 5 -41 . 20 -5788. 6 Rsd 16. 0 -4. 0 -63. 8 | Rsd Wood Adjacent 19. 0 16. 0 . 40 6. 4 � INFILTRATION--------- } 1592. 0 8. 0 12736. 0 1 Practice #2 1592. 0 8. 00 12736. 0 =============================================================================== TOTAL SUMMER POINTS | 25, 250. 20 | 23, 999. 37 =============================================================================== TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS __________ _..................... __________..... .............__ .................___................. ..............._..... ...................................................................... ___.............. 25,250. 20 . 37 9, 342. 57 1 23, 999. 37 1 . 00 1 . 070 . 340 1 . 000 8, 730. 97 =============================================================================== �� WINTER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS _........____... _................ _..........___....._............ ....................... ...................______ ........... __.........................................._____..... ....................._........... .......................____....._ N 30. 00 -10. 6 -318. 0 | DBL CLR N 4. 0 7. 3 1 . 79 52. 3 1 DBL CLR N 4. 0 7. 3 1 . 48 43. 2 | DBL CLR N 11 . 0 7. 3 1 . 23 98. 9 | DBL CLR N 11 . 0 7. 3 1 . 23 98. 9 E 84. 00 -10. 6 -890. 4 | DBL CLR E 28. 0 -9. 2 . 70 -180. 5 | DBL CLR E 15. 0 -9. 2 . 89 -122. 7 | DBL CLR E 15. 0 -9. 2 . 89 -122. 7 | DBL CLR E 13. 0 -9. 2 . 63 -74. 9 | DBL CLR E 13. 0 -9. 2 . 63 S 89. 00 -10. 6 -943. 4 | DBL CLR S 40. 0 -28. 4 . 94 -1068. 8 | DBL CLR S 40. 0 -28. 4 . 94 -1068. 8 1 DBL CLR S 9. 0 -28. 4 . 81 -206. 4 W 25. 00 -10. 6 -265. 0 | DBL CLR W 15. 0 -9. 2 . 89 -122. 7 | DBL CLR W 10. 0 -9. 2 . 63 -57. 7 _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _........ ....._..................................________.............._________ ............._____....................................................................___.........___..... ........ . 15 1 , 592. 00 228. 00 1 . 047 -2, 416. 80 -2, 531 . 28 1 -2, 806. 94 =============================================================================== NON GLASS------------ | AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS .............. .............___............._....._.....__... ............. ........................ ........______.................................__ ......................_...............__.................................................. .............................. ........... .......... WALLS---------------- | Ext 1275. 0 2. 2 2805. 0 | Ext Wood Frame 11 . 0 1275. 0 3. 70 4717. 5 Adj 182. 0 3. 6 655. 2 | Adj Wood Frame 11 . 0 182. 0 3. 60 655. 2 | DOORS---------------- | Ext 20. 0 12. 3 246. 0 | Ext Insulated 20. 0 8. 40 168. 0 Adj 18. 0 11 . 5 207. 0 | Adj Insulated 18. 0 8. 00 144. 0 | CEILINGS------------- | UA 1039. 0 1 . 2 1246. 8 | Under Attic 30. 0 1044. 0 1 . 20 1252.8 | Under Attic 19. 0 194. 0 2. 00 388. 0 | FLOORS--------------- | ` Slb 140. 5 8. 9 1250. 4 | Slab-on-Grade . 0 140. 5 18. 80 2641 . 4 Rsd 16. 0 1 . 0 15. 4 1 Rsd Wood Adjacent 19. 0 16. 0 2. 20 35. 2 | INFILTRATION--------- | 1592. 0 7. 4 11780. 8 1 Practice #2 1592. 0 7. 40 11780. 8 =============================================================================== TOTAL WINTER POINTS | 15, 675. 33 1 18, 975. 96 =============================================================================== TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS ..................._____ ........... _..........__..... ...... .....________............... ........... .................. ........................_______..................._............. .............._........ .....___..... 15, 675. 33 . 55 8, 621 . 43 1 18, 975. 96 1 . 00 1 . 070 . 472 1 . 000 9, 583. 62 =============================================================================== WATER HEATING ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS | RATIO M1111- ..... ______________________________________________________________________________ 3 3803. 0 11 , 409. 00 1 30 . 92 1 . 000 3638. 7 1 . 00 10, 916.00 =============================================================================== *******************************»«»********************************************* SUMMARY ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS _______________________________________________________________________________ 9342. 6 8621 . 4 11409. 0 29, 373. 01 1 8731 . 0 9583. 6 10916. 0 29, 230. 59 =============================================================================== ***************** * EPI = 99. 52 * ***************** � � ~ - ^ ^ Department of Community Affairs SN: 7116 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 1592 | BUILDER: SHAFFER AND ADDRESS: LOT 121 | PERMITTING | CLIMATE OFFICE: | ZONE: 1 | _ | 21 _ 1 3 | _ | OWNER: ` ! PERMIT NO. | JURISDICTION NO. 1 . New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq . ft . ) 5. 1592. 00 S. Predominant eave overhang ( ft . ) G. 1 . 33 7. Porch overhang length ( ft . ) 7. 6. 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0. 0sqft 228. 00sqft b. Tint , film or solar screen 8b. 0. 0sqft 0. 00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter ) 9a. R= 0. 00 , 140. 50 ft b. Wood , raised (R-value, area ) 9b . R=19. 00 , 16. 00 sqft 10. Net Wall type area and insulation: a. Exterior : 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 1275. 00sqft____ b. Adjacent : 2. Wood frame ( Insulation R-value) 10b-2 R=11 . 00, 182. 00sqft____ 11 . Ceiling type area and insulation: a. Under attic ( Insulation R-value) 11a. R=19. 00 , 194. 00sqft____ a. Under attic ( Insulation R-value) 11a. R=30. 00 , 1044. 00sqft____ 12. Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6. 00 , uncond 13. Cooling system 13. Type: Central A/C SEER: 10. 00 14. Heating System: 14. Type: Heat Pump HSPF: 7. 20 15. Hot water system: 15. Type: Electric EF: 0. 92 16. Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump ) 17. Infiltration practice: 1 , 2 or 3 17. 18. HVAC Credits (CF-Ceiling Fan, CV-Cross vent , is. HF-Whole house fan, RB-Attic radiant barrier , MZ-Multizone) 19. EPI (must not exceed 100 points) 19. 99. 52 ---- a. Total As-Built points 19a. 29230. 59 ---- b. Total Base points 19b. 29373. 01 _................................................._...........................................____.......................................................... .......... ............._..............................................................................................________________ ------------------------------------------------------------------------------- I Hereby certify that the plans and | Review of the plans and specifications Specifications covered by this calcu- | covered by this calculation indicates lation are in compliance with the | compliance with the Florida Energy Florida Energy C e., | Code. Before construction is completed | this building will be inspected for PREPARED BY: | compliance in accordance with Section DATE: �`=_��^�__�� | 553. 908 F. S. I hereby certify that this building is | in compliance with the Florida Energy | Code. | . . ]WNER/AGENT: __�-��_ �J��____ | BUILDING OFFICIAL-. - � . ' ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** ' DOMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK =============================================================================== DRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ........... ............................................-................................................................. -...................................................... ..................-..........................................................................-..............---------------- 4indows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ' ------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0. 5 CFM per sq. ft . of door area: solid Ndjacent Doors core, wood panel , insulated or glass doors only. ------------------------------------------------------------------------'------ Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- A Cracks wise sealed. -................................-..........................................--........................--...........................................................................-.......................-......................................................................... ................................-........................ `RACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier A Floors installed. Sole plate/ floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface 1 Ceilings caulked, sealed or gasketed. __ .......................... ....................................... ____..........__........................ ..................____ ..................................................... ....................... ..........................................................__........................................ DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ..................... ............................___....._......................... ............._...........................................__................................................................. ..............__ ...... ... .....__....._________________ Fireplaces 606. 1 Equipped with outside combustion air , doors and flue dampers. .............. ............................... ............._................................................._________...................................... .................... ......................................................__........................ .................. _____ Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. _......................................................................................................................... .........___ ................................_............................................ ........................................................ ....._..................._...._....................... Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances. ...................�� .......................... .........................................................................................��.....�..........��.................... ................ �� ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612. 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided. External or built- in heat trap required . ------------------------------------------------------------------------------- Swimming Pools 612. 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . _... .........__....................__.....__.........__............................................._.............................................................................. ...................................................... .............................................. ....................................................... Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. _............... .................................................................................................. .......... ..............................................._.........._______.................... .................................................................................................................._.............. Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum 5ystems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . -----....................---....................-- ...................... ..................................................................................--------- ..........................................................................................................................................- dVAC Controls 607. 1 Separate readily accessible manual or automatic thermostat for each system. _........._........................__ ..................__....................................................................................... ..........................................._..................................... ..............................._.....________________ Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11 . ....................................................................................__............................. ...... _ ......................._.........__............................ ................................................._.............._....................................._..... ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS ` _______________________________________________________________________________ N 30. 00 65. 8 1974. 0 | DBL CLR N 4. 0 38. 3 . 50 76. 6 | DBL CLR N 4. 0 38. 3 . 69 105. 7 | DBL CLR N 11 . 0 38. 3 . 84 354. 8 | DBL CLR N 11 . 0 38. 3 . 84 354. 8 E 84. 00 65. 8 5527. 2 | DBL CLR E 28. 0 79. 7 . 89 1991 . 1 | DBL CLR E 15. 0 79. 7 . 96 1151 . 3 | DBL CLR E 15. 0 79. 7 . 96 1151 . 3 | DBL CLR E 13. 0 79. 7 . 86 893.8 | DBL CLR E 13. 0 79. 7 . 86 893. 8 S 89. 00 65. 8 5856. 2 | DBL CLR S 40. 0 66. 2 . 86 2283. 2 | DBL CLR S 40. 0 66. 2 . 86 2283. 2 | DBL CLR S 9. 0 66. 2 . 71 421 . 5 ' W 25. 00 65. 8 1645. 0 | DBL CLR W 15. 0 79. 7 . 96 1151 . 3 | DBL CLR W 10. 0 79. 7 . 86 687. 5 _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS _............................................................................. ........... ........ ..........___..........____............. ..... ... ...... ..........__........................................................................................................................................................................ . 15 1 , 592. 00 228. 00 1 . 047 15, 002. 40 15, 713. 04 | 13, 800. 07 =============================================================================== NON GLASS------------ | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLS---------------- | Ext 1275. 0 . 9 1147. 5 | Ext Wood Frame 11 . 0 1275. 0 1 . 70 2167. 5 Adj 182. 0 . 7 127. 4 | Adj Wood Frame 11 . 0 182. 0 . 70 127. 4 | DOORS---------------- | Ext 20. 0 6. 1 122. 0 | Ext Insulated 20. 0 4. 10 82. 0 Adj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . 60 28. 8 | CEILINGS------------- | JA 1039. 0 . 6 623. 4 | Under Attic 30. 0 1044. 0 . 60 626. 4 | Under Attic 19. 0 194. 0 1 . 10 213. 4 | �LOORS................. ................. ...... ---- | 51b 140. 5 -37. 0 -5198. 5 | Slab-on-Grade . 0 140. 5 -41 . 20 -5788. 6 Qsd 16. 0 -4. 0 -63. 8 | Rsd Wood Adjacent 19. 0 16. 0 . 40 6. 4 | INFILTRATION--------- | ` 1592.0 8. 0 12736. 0 1 Practice #2 1592. 0 8. 00 12736. 0 ' =============================================================================== [OTAL SUMMER POINTS | 25, 250. 20 | 23, 999. 37 =============================================================================== FOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING �UM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _.................. _ ... ................. _______.........__ ........... ..... ............._ .................. .............................................._......................................................................................... .........._.........._......................._ 25, 250. 20 . 37 9, 342. 57 1 23, 999. 37 1 . 00 1 . 070 . 340 1 . 000 8, 730. 97 =============================================================================== . , ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS ___................................................................................. ........ ....................................._.....-------------------------------------------- ................................................ N 30. 00 -10. 6 -318. 0 | DBL CLR N 4. 0 7. 3 1 . 79 52. 3 | DBL CLR N 4. 0 7. 3 1 . 48 43. 2 | DBL CLR N 11 . 0 7. 3 1 . 23 98. 9 | DBL CLR N 11 . 0 7. 3 1 . 23 98. 9 E 84. 00 -10. 6 -890. 4 | DBL CLR E 28. 0 -9. 2 . 70 -180. 5 | DBL CLR E 15. 0 -9. 2 . 89 -122. 7 | DBL CLR E 15. 0 -9. 2 . 89 -122. 7 | DBL CLR E 13. 0 -9. 2 . 63 -74. 9 | DBL CLR E 13. 0 -9. 2 . 63 -74. 9 S 89. 00 -10. 6 -943. 4 | DBL CLR S 40. 0 -28. 4 . 94 -1068. 8 | DBL CLR S 40. 0 -28. 4 . 94 -1068. 8 | DBL CLR S 9. 0 -28. 4 . 81 -206. 4 W 25. 00 -10. 6 -265. 0 | DBL CLR W 15. 0 -9. 2 . 89 -122. 7 | DBL CLR W 10. 0 -9. 2 . 63 -57. 7 _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS | POINTS .... ........_........._..............._....._____..........__........._.........._............................................__................................... ..........................................._.............................._.................................................................................. . 15 1 , 592. 00 228. 00 1 . 047 -2, 416. 80 -2, 531 . 28 1 -2, 806. 94 =============================================================================== NON GLASS------------ | AREA x BWPM = POINTS | TYPE R-VALUE AREA x WPM = POINTS __............................................................................_................................................................................._..............._........................................................................................................________________ WALLS---------------- | Ext 1275. 0 2. 2 2805. 0 | Ext Wood Frame 11 . 0 1275. 0 3. 70 4717. 5 Adj 182. 0 3. 6 655. 2 | Adj Wood Frame 11 . 0 182. 0 3. 60 655. 2 | DOORS---------------- | Ext 20. 0 12. 3 246. 0 | Ext Insulated 20. 0 8. 40 168. 0 Adj 18. 0 11 . 5 207. 0 | Adj Insulated 18. 0 8. 00 144. 0 | CEILINGS------------- | UA 1039. 0 1 . 2 1246. 8 | Under Attic 30. 0 1044. 0 1 . 20 1252. 8 | Under Attic 19. 0 194. 0 2. 00 388. 0 | FLOORS--------------- | Slb 140. 5 8. 9 1250. 4 | Slab-on-Grade . 0 140. 5 18. 80 2641 . 4 Qsd 16. 0 1 . 0 15. 4 | Rsd Wood Adjacent 19. 0 16. 0 2. 20 35. 2 | INFILTRATION--------- | 1592. 0 7. 4 11780. 8 1 Practice #2 1592. 0 7. 40 11780. 8 ' =============================================================================== TOTAL WINTER POINTS | 15, 675. 33 | 18, 975. 96 =============================================================================== [OTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING AIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15, 675. 33 . 55 8, 621 . 43 | 18, 975. 96 1 . 00 1 . 070 . 472 1 . 000 9, 583. 62 =============================================================================== � , ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS | RATIO MULT ....................................................................._________..................................__.................. ............................................................................................................._........................................................................................... 3 3803. 0 11 , 409. 00 1 30 . 92 1 . 000 3638. 7 1 . 00 10, 916. 00 =============================================================================== ******************************************************************************* SUMMARY === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL | COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINTS + POINTS + POINTS = POINTS --------------------------------------------------------------�� 9342. 6 0621 " 4 11409. 0 29, 373. 01 1 8731 , 0 9583, 6 1091S" 0 29, M~ 59 =============================================================================== ***************** * EPI = 99. 52 * ***************** ' � ^ . ENERGY GUIDE For detailed information of the EPI rating number ^ or for any ITEM listed, _ ask your Builder for EPI= 99. 5 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 | ---------------------------------------X- | The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET . ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | ............. -... ........ ...............- ........X................................. � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 . Ceiling R-Value. . . . . . . . . 30. 0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | --------------------X | R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 | X-------------------- | AIR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X-------------------- | HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric HSPF. . . . . . . . . . . . 7. 2 | -X------------------- | AATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 92 | ----------X---------- | 0. 54 0. 90 Gas EF. . . . . . . . . . . . . . 0. 00 | --------------------- | 0. 40 0. 80 SolarEF. . . . . . . . . . . . . . | --------------------- | ]THER FEATURES. . . . . . . . . . . . . . ' ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ` ^ ^ ^ ^ ^ ^ ^ ^ ^ ` ^ [ certify that these energy saving features required for the Florida Tnergy Code have been installed in this house. Builder Address: J) Si t -/ _1�1��_��[L � gna ure: _��_��±� L_�� -----Date: _/- _---_L-�_ ity/Zip_ _ _�' L~_ -lorida Energy Code for Building Construction - 1993 lorida Department of Community Affairs FL-EPL CARD93 ~ ' SERIAL # 7116 * ResmanuJ (c ) * 10-16-1995 ' WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c ) DATA FILES (BASED ON A. C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. ) .......... ............................... ............................... ............. ............... .................................................................................................................. ...................._ ........................................................................................................ .....___ PROJECT : 1592 ADDRESS : LOT 121 SELVA LAKES CITY : OWNER : BLDG CONTR : NORTH FLA CLASSIC HOMES HVAC CONTR : McGOWAN Cond Flr Area: 1592 SF * GLASS/SF RATIO = 14. 3% * House Faces: East * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida | Jacksonville _..............................................................._....._....................... __....._........._...................________....._........ ....._.............................._......................................................_.........................................._ North Latitude / Elevation | 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb | 32 Deg. F Indoor Winter Dry Bulb | 70 Deg. F Winter (Actual ) Temp. Diff. | 38 Deg. F Winter Temp. Diff . (wTd) | 40 Deg . F Outdoor Summer Dry Bulb | 94 Deg. I::- Outdoor Outdoor Summer Wet Bulb | 77 Deg . F Outdoor Summer Hum. Ratio 8r /Lb | 114 Indoor Summer Relaltive Hum. | 50% Indoor Summer Design Gr /Lb . | 49 Indoor Summer Dry Bulb | 75 Deg . F Indoor Summer Wet Bulb | 62. 3 Deg. F @ 64 Gr/Lb Summer Daily Range | 19 Deg. F - M Summer (Actual ) Temp. Diff . | 19 Deg. F Summer (User Sel ) Temp. Diff . (sTd) | 20 Deg . F ...................._............___...................._....._............. _..........................................................................._.............................._............................................................................................................................................ * HEATING SUMMARY * SH1592. DAT * COOLING SUMMARY * SUBTOTAL : 24895. 22 ! STRUCTURE SENSIBLE : 16250. 58 | MECH. VENT- 200 Cfm : 4180. 00 | SENS. + MECH. VENT : 20430. 58 | TEMP. SWING @ 3 DEG. : 1 . 00 ! OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS : 1244. 76 ! DUCT GAIN : 2343. 06 TOTAL LOSS/BTUH : 26139. 98 ! TOTAL SENSIBLE : 25773. 64 ! TOTAL LATENT : 12183. 86 ! SENSIBLE + LATENT : 37957. 50 20% OVERSIZE FACTOR : 5228. 00 120% SENS. OVRSZE FTR: 5154. 73 ACTUAL + 20% OVERSIZE: 31367. 98 | SENS. + 20% OVERSIZE: 30928. 37 * EQUIPMENT SELECTION * EDT MANUF CARRIER CU MOD # 38CY036-3 AHU MOD # FA4ANF036005 HTG INP/BTUH HTG OUTP/BTUH 5KW AFUE/HSPF 7. 2 TYPE HP SENSIBLE BTUH LATENT BTUH 33200 TTL CLG BTUH 33200 TONA8E 2. 8 (S)EER 10 CLG CFM 1200 HTG CFM 1200 NOTES: ________________________________________________________________ ^ ° Florida Building Energy-Efficiency Rating Systems ' for New Residential Buildings Raters Name: 8ILBERT MILLER Raters Certification #: 044 Street Address: LOT 121 City: SELVA LAKES County: No County Input Climate Zone: NORTH End Use Fuel Costs | Site Energy | Energy Score | Site Costs \ Cost Score \ $ MBtu % $ % cooling : 23. 73 8. 8 76 208 74 heating: 23. 73 9. 6 86 228 74 Lighting: 23. 73 3. 6 42 86 36 Misc : 23. 73 7. 8 63 185 60 Refrig: 23. 73 5. 3 42 126 37 Hot Water : 23. 73 12. 4 40 294 14 Dryer : 23. 73 2. 6 65 61 27 Stove: 23. 73 2. 2 65 51 33 Pool : 23. 73 0. 0 0 0 0 TOTALS 52. 2 70 1240 58 Estimated Annual Site Energy Use = 52. 24 MBtus Estimated Annual Purchased Energy Cost $ = 1239. 60 Total Energy Rating (Energy Score) = 70. 28 Total Cost Rating (Cost Score) = 57. 69 Rating Range Low Use Low Cost High Use High Cost MBtu $ MBtu $ Cooling: 1 . 9 41 30. 5 680 Heating: 2. 6 57 54. 7 731 Lighting: 1 . 1 24 5. 4 121 Misc : 1 . 8 40 18. 1 403 Refrig . : 1 . 4 30 8. 2 182 Hot Water : 1 . 1 11 20. 0 339 Dryer : 2. 1 20 3. 4 76 Stove: 1 . 8 17 2. 9 69 Pool : 0. 0 0 0. 0 0 TOTALS 13. 7 241 143. 4 2601 ]WNER/AGENT_______________________________ RATER _'~__,.~-/�_...____ ~____ DATE_______________________________ DATE_____ ��_l�_��_ ________ Bk' 8199 Pg: 541 Dacg 95206849 Filed R Recorded 10/18/9`, PREPARED BY: RETURN TO: 11.26:49 A.M. Alan B. Almond, Esquire Carrie 3urlette HENRY W. COOK Newton 8 Atmand Bnrnett Gank, of J:;ckson.ittc, ;i.A. CLERK CIRCUIT COURT 10192 San Jose Boulevard Real Estate nrp3rt;:<rot DUVAI_ COUNTY, FL ToJacksonville, Florida 32257 100 Laura Street Rf C. 1 6.00 In Jacksonville, �'lorlda 3%222 Permit No. NOTICE OF COMMENCEMENT State of Florida County of Duval Tax Folio No. (h To wham it may concern: 0 ri The undersigned hereby gives notice that hipt'overrents will b, made to certain real property, and in accordance with 0 Chapter 713, Florida Statutes, the following inforu,:,tior. is provid d in this Notice of Connencement. .Y Description of Property to be improved arxi audress if 0 0 Lot 121, SLLVA LAKES UNIT TlWfE, accordir; to U:: ;let thrrtUf, bs recorded in Plat Book 44, Pages 60, 6aA and 60B of the current public record-; of D.::::! .o ,i;, Floris Sinolc Fdmi_ly..a: _ ,rd F doted Iryrrovements ore"', t tri,;r0,tn1Knts Owner information: Name: Shaffer & Sons Fntcr-fises, Inc. Address: 8081 Phillips Hfvha4ay, Suite 14, Jacksonville, Florida 32256 Owner's interest in the site of the irrprovcrcrnts (if .n-t'.tr than (c•e simple title holder). Name of the fee simple title holder (if other tion o;rner)! Contractor: Name: Shaffer 3 Sons EnterFri r'., Inc. Address: 8081 Phittip Higha y, Suite 14, Jacksonville, Florida 32256 Surety on any payment bond: N arr>L: Address: Amount of Bc:,1: Name of any Lender making a loan for the con•:trs:Cficn ai the irtprevrmnnts: Name: c:rn:ct Bank of JBcksonvitte, N.A. Address: 100 l r.:ra Street, Jackscnvilte, Florida 32202 Persons within the State of Florida desiyneit:d c, es.c o ji..rn c,v notices cr other doctxrxnts may be served as provided by Section 713.13(1)(a)7, Florida Statutes: N arae: Address: In addition to himself, owner designates the fotlo;;in, cvrson to receive a copy of the lienor's notice as provided in section 713.13(1)(b), Florida Statutes: Name: Ms. Mel inari J. C% r;, g,rrurtt Gan': of Jncksonvi l te, N.A. Address: 100 1 '11u1,; ct , f"? Office 3^x 990, Mail Code :001.090.0101, Jacksonville, Flnr'id;: ??p? This Notice of Commencement shall expire ^ne osr frcrn , dl to P 1 of recording. SiLAFFEk 8 °"S ENTERPRISES, INC. n t.inda k. Schaedel Vice President,".16. 1-1 SWORN TO AND SUBSCRIBED BEFORE ME this 5th day of octotxtr, 1995, by Linia A. Schaeckl, the V1ce'4, !7t of, ffer t Sons Enterprisers, Inc., a Florida corparaticn on t.ehotf of the corporation. He is personally known to me. "'t+t"' Notary P.-blIc Print Name: M', Co+tmission Expires: WENDYC,81CM;iM MY COMMISSION I CC 486625 WIRES:July 16,1999 Babed ThN Notary Ribk Undawa>ara F! i fk OCT 20 195 14:50 CLARSON 123 P02 PLOT PLAN OF' I OT 121... 122 PLOT -_�__.._._ AS SI TOWN ON MAF' OF -5E[ ✓A L A KC S - 41A11 r TNR'E F AS RECORDED IN PLAT BOOK 44 _ PARES &&-&D 8 OF THE CURRENT PUBLIC RECORDS OF DU✓Q4 CD, rz A. FOR, siViV`/s'•P 'd -PeA/.f_gA69vemerweir No rE: BEARINGS SNOWN HEREON ARE BASED ON THE ASO-:)VE MENTION® MAT. - V . 5. `7017"'42" E' ,.pP�� as 't 2o, 414- ui' C IO.: r�e jr plNit, Lar ' Nw GST t11 �'piT' - • � �' o�' !�1 41 r�� 12� N ! V � ► u '� Q I2"PIrr1Iz� �, t� � .01 > Poi r•ro m ►!" PINS q A>- V' Q' AIC ''0 CSS_ 14.3.3' n' /9I'I.4.V IDA, xx qc?) 4 '„ �yrs4✓ 15'Ppl�� I m' / LU �►� �;ti o►alve �� o a �y G.b ZQ"PAtH r V'' 0 �I ,0,00. "Fl oppeo,-i.or 122. DA ;r6 Q FlCA T►IE Sof SHOWN HEpE(714 IS IN FL000 A3 SHOWN ON " FLOOD I"SURAHC$ RASE MMR, COMMUMfT PANEL N" 12DO75-0001 0 DATED 4.1-1-$9. oREPI►pE0 my CLARSON AND A9806ATES, INC. LAND SURVMRS un UALee AVEXUR N- 20 JAC X>•ONilInt.PLOPlik »n► SCALE: ._ OCT 20 '95 14:50 CLARSON 123 P02 PLOT PLAN OF' LOT I ZI /ZZ BLOCK . — AS SHOWN ON MAP OF 6eZ 11,4 I..4K&5 - 4/A// ;r ;WREF AS RECORDFD IN PLAT 90OK 4:1 PAOFS &D-(PD 8 OF THS CURRENT PU13L,IC RECOpDS OF DUV Q FOR: 65orA -Arg r NUTF: eFARiNQS I HEREON AAE HASW ON ME ABOVE ER RE— P'LT. �'zisr�n�G re'EE s .5�d ilr�u rH�s:o ;. �. 4 a PV AIL 14 . o Lar r9 T lSl "VIA A ♦ 9) PA m ► ., PINI- 0 ,{ ; �,• - Ali Cl c _ cs QL Vr 1211 m. 4 UA Lu �►` k,yti ra 1 ve m fi Z4•F'AtM (�(� o by �,�. '�;g� ��Q, � , (�N� � �_�rel• �,� DArC � /aIao /95 1 Tlf{CATI,ti: 111E LOf SHOWN HERR°Oi1 19 IN YLOOD ?ONE r w� �{IOWN ON " PLOOD INSURANC11 AATE p� MMP, COMMUNII♦ PANLIL No 120075^0001 D , DATED 4 7-$9• vaEPXaEO my CL.ARSON AND ASSOCIATES,INC. LAND SURVMRS ZQ� JACs1503WALDO AVENUE SCALE: so"frletl.I'L601o► $test OCT 20 195 14:50 CLARSON 123 P02 PLOT PLAN OF' LOT BLOCK AS SHOWN ON MAP OF Set VA LAKES - 4/A// ;r ZORE F AS REConnm IN PLAT BOOK 44 PARES &1>-&D 8 OF THE CURRENT PUBLIC RECORDS OF D4I004 FOR: .fi� 10 .fa,✓•f Ed/lM'J7R/.fEs NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED KAt. /� L�lCI.Sy"'/nod TA'EE5 ,y/TtpK/N TH[15 z p • V P.P4t� ' m t 0 v � A41 � PPS AIC74.11 �. Ito �3 fit- •� a1 f wr�v Q •'� 1� �.� .5.�5'. �; cp r xa• Ilk e { •'Sym I5'Pt�l Iy� 2 0.1p.7' Ito, / Ilo' Lp Z4 PAtAd (� fn ��"S� � ' ,•15.2 �(c NJ� L,l,��C�` U rr C ,jFt oPP,00,�tar 122 � DATC : iolao /95 p.b0b u1 LSLQL]faa �}�E lOT sNOWFI HtAF614 1s 1N FLOOD 1nNH " wa �11pV4N ON 1Hd pLOOD INSUAANCI PAIR MAP, COMMUMly PANEL. N^ 12DOIS-0001 D , DATED 4.11-$9. potEPARED my CLARSON AND A9806015,INC. LANG SURVIVORS 16/3 IVALOO arINVII JACK fOMYIELl."I110't1 »F•t SCALE: